{"id":3588,"date":"2008-12-08T06:59:23","date_gmt":"2008-12-08T06:59:23","guid":{"rendered":"http:\/\/www.iiees.ac.ir\/fa\/?p=3588"},"modified":"2015-02-11T10:50:08","modified_gmt":"2015-02-11T10:50:08","slug":"1387-09-18-07-14-23-2","status":"publish","type":"page","link":"http:\/\/old.iiees.ac.ir\/fa\/1387-09-18-07-14-23-2\/","title":{"rendered":"\u0622\u0632\u0645\u0627\u06cc\u0634\u0647\u0627\u06cc \u0627\u0646\u062c\u0627\u0645 \u0634\u062f\u0647"},"content":{"rendered":"
\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
\n

\u0632\u0645\u0627\u0646 \u0627\u0646\u062c\u0627\u0645<\/span><\/strong><\/p>\n<\/td>\n

\n

\u0639\u0646\u0648\u0627\u0646 \u0622\u0632\u0645\u0627\u06cc\u0634<\/span><\/strong><\/p>\n<\/td>\n

\n

\u0642\u0627\u0644\u0628 \u0637\u0631\u062d<\/span><\/strong><\/p>\n<\/td>\n

\n

\u0645\u062c\u0631\u06cc<\/span><\/strong><\/p>\n<\/td>\n

\n

\u0647\u0645\u06a9\u0627\u0631\u0627\u0646<\/span><\/strong><\/p>\n<\/td>\n

\n

\u0634\u0645\u0627\u0631\u0647<\/span><\/strong><\/p>\n<\/td>\n<\/tr>\n<\/thead>\n

\n

\u06f5\/\u06f1\/\u06f1\u06f3\u06f7\u06f7
\n\u06f2\u06f8\/\u06f1\u06f2\/\u06f1\u06f3\u06f7\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0631\u0648\u0634\u0646 \u0646\u0645\u0648\u062f\u0646 \u0631\u0641\u062a\u0627\u0631 \u062a\u06cc\u0631\u0647\u0627\u06cc \u0644\u0627\u0646\u0647 \u0632\u0646\u0628\u0648\u0631\u06cc \u0628\u0647 \u0639\u0646\u0648\u0627\u0646 \u0646\u0627\u0642\u0644\u0627\u0646 \u0628\u0627\u0631\u0647\u0627\u06cc \u0632\u0645\u06cc\u0646\u0644\u0631\u0632\u0647<\/span><\/a><\/span><\/p>\n

Study on the Behavior of Castellated Beams Subjected to Earthquake Forces<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u062a\u062d\u0642\u06cc\u0642\u0627\u062a \u0645\u0644\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0647\u0631\u0627\u0646 \u062a\u06cc\u0648- \u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc\u200c\u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0627\u0632\u06cc\u0627\u0631 \u062d\u0633\u06cc\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f1\/\u06f1\u06f3\u06f7\u06f7
\n\u06f1\u06f5\/\u06f1\/\u06f1\u06f3\u06f7\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0627\u0631\u062a\u0639\u0627\u0634 \u0627\u062c\u0628\u0627\u0631\u06cc \u0628\u0631 \u0631\u0648\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u062c\u062f\u06cc\u062f \u0645\u0648\u0633\u0633\u0647 \u0648 \u0627\u062b\u0631 \u062f\u0627\u0645\u0646\u0647 \u0646\u06cc\u0631\u0648\u06cc \u0648\u0631\u0648\u062f\u06cc \u0628\u0631 \u0641\u0631\u06a9\u0627\u0646\u0633\u0647\u0627\u06cc \u0637\u0628\u06cc\u0639\u06cc \u0622\u0646<\/span><\/a><\/span><\/p>\n

Forced Vibration Studies on the new IIEES Building and Determination of the Input Amplitude on the Accuracy of the Natural Frequencies<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0647\u0631\u0627\u0646 \u062a\u06cc\u0648<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0622\u0631\u0634 \u0633\u06cc\u0627\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f9\/\u06f1\u06f3\u06f7\u06f9
\n\u06f1\u06f0\/\u06f1\u06f2\/\u06f1\u06f3\u06f7\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646 \u062f\u0631 \u0628\u0631\u0631\u0633\u06cc \u0627\u062b\u0631 \u0628\u0631\u062e\u0648\u0631\u062f \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627 \u062d\u06cc\u0646 \u0632\u0644\u0632\u0644\u0647<\/span><\/a><\/span><\/p>\n

Shaking Table Study on Pounding Effects in Buildings Subjected to Earthquake<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0627\u06cc\u062f\u0647 \u0645\u0639\u0628\u0648\u062f\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f5\/\u06f1\u06f3\u06f7\u06f9
\n\u06f1\u06f5\/\u06f7\/\u06f1\u06f3\u06f8\u06f2<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u062a\u062c\u0631\u0628\u06cc \u0627\u062b\u0631\u0627\u062a \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062e\u0627\u06a9 \u2013\u0633\u0627\u0632\u0647<\/span> \u062f\u0631\u0622\u0633\u06cc\u0628<\/span> \u067e\u0630\u06cc\u0631\u06cc<\/span> \u0644\u0631\u0632\u0647\u200c\u0627\u06cc<\/span> \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc<\/span> \u0645\u062c\u0627\u0648\u0631\u0647<\/span> \u0645\u0631\u0648\u06cc<\/span> \u0645\u06cc\u0632\u0644\u0631\u0632\u0627\u0646<\/span><\/a><\/span><\/p>\n

Shaking Table Studies on Pounding Effects in Buildings Due to Soil-Structure Interaction<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0646\u0642\u062f\u0639\u0644\u06cc \u200c\u062d\u0633\u06cc\u0646\u200c\u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\/\u06f1\u06f3\u06f7\u06f9
\n\u06f1\/\u06f7\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u0627\u062d\u06cc \u06cc\u06a9 \u0627\u062a\u0635\u0627\u0644 \u062a\u06cc\u0631 \u0648 \u0633\u062a\u0648\u0646 \u0628\u0627 \u0642\u0627\u0628\u0644\u06cc\u062a \u0633\u0627\u062e\u062a \u0646\u06cc\u0645\u0647 \u0635\u0646\u0639\u062a\u06cc \u0628\u0631\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0641\u0644\u0632\u06cc \u0645\u062a\u062f\u0627\u0648\u0644 \u062f\u0631 \u0627\u06cc\u0631\u0627\u0646<\/span><\/a><\/span><\/p>\n

Design of Beam-Column Joints with Semi-Industrial Manufacturing Potential<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span>
\n\u2013 <\/span>\u06a9\u0645\u06cc\u062a\u0647 \u0645\u0644\u06cc \u06a9\u0627\u0647\u0634 \u0627\u062b\u0631\u0627\u062a \u0628\u0644\u0627\u06cc\u0627\u06cc \u0637\u0628\u06cc\u0639\u06cc \u06a9\u0634\u0648\u0631<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u062f \u062c\u0648\u0627\u062f \u062c\u0628\u0627\u0631\u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\/\u06f1\u06f3\u06f8\u06f1
\n\u06f2\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0645\u062e\u0627\u0632\u0646 \u06af\u0627\u0632 \u062a\u062d\u062a \u0641\u0634\u0627\u0631 (<\/span>LPG<\/span> )<\/span><\/a><\/span><\/p>\n

Seismic Design of liquefied Pressurized Gas Tank<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u06cc\u0646 \u062f\u0627\u0648\u0648\u062f\u06cc \u0622\u0632\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\/\u06f1\u06f3\u06f8\u06f0
\n<\/span>\u0646\u0627\u062a\u0645\u0627\u0645<\/span><\/p>\n<\/td>\n

<\/td>\n\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u0627\u062a\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f2\/\u06f1\u06f3\u06f8\u06f1
\n\u06f1\u06f5\/\u06f5\/\u06f1\u06f3\u06f8\u06f2<\/span><\/p>\n<\/td>\n

\n

\u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc\u060c \u062a\u062d\u0644\u06cc\u0644 \u0648 \u0637\u0631\u0627\u062d\u06cc \u0642\u0627\u0628\u0647\u0627\u06cc \u0628\u0627 \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0647\u0645\u200c\u0645\u0631\u06a9\u0632 \u0634\u06a9\u0644 \u067e\u0630\u06cc\u0631 \u062c\u062f\u06cc\u062f<\/span><\/p>\n

Seismic analysis and Design of Ductile Steel Frame with Concentric Bracing<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u062f\u0642\u0627\u0633\u0645 \u0648\u062a\u0631 \u062a\u0645\u06cc\u062c\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0639\u0644\u06cc\u0631\u0636\u0627 \u0631\u0636\u0627\u06cc\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f2
\n\u06f1\u06f5\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u0627\u062d\u06cc \u0648 \u0633\u0627\u062e\u062a \u0627\u06cc\u0632\u0648\u0644\u0627\u062a\u0648\u0631 \u0647\u06cc\u062f\u0631\u0648\u0644\u06cc\u06a9\u06cc<\/span><\/a><\/span><\/p>\n

Experimental Study on Hydraulic Isolators<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u0626\u06cc \u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0635\u0627\u0631\u0645<\/span><\/p>\n<\/td>\n

\n

\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

<\/td>\n<\/td>\n\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631\u0645\u062d\u0645\u062f\u0642\u0627\u0633\u0645 \u0648\u062a\u0631\u062a\u0645\u06cc\u062c\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0634\u06cc\u062e\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f2\/\u06f1\u06f3\u06f8\u06f2
\n\u06f1\/\u06f8\/\u06f1\u06f3\u06f8\u06f2<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0645\u0642\u0627\u0637\u0639 \u062a\u0648 \u062e\u0627\u0644\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d<\/span><\/a><\/span><\/p>\n

Experimental Study on Dynamic Behavior of Hollow Reinforced Concrete Sections<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0622\u0631\u0645\u06cc\u0646 \u0639\u0638\u06cc\u0645\u06cc \u0646\u0698\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f2\/\u06f1\u06f3\u06f8\u06f2
\n\u06f1\/\u06f8\/\u06f1\u06f3\u06f8\u06f2<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0627\u0633\u062a\u0627\u062a\u06cc\u06a9\u06cc \u063a\u06cc\u0631 \u062e\u0637\u06cc \u062f\u0627\u0644 \u062f\u0648 \u0637\u0631\u0641\u0647 \u0628\u062a\u0646 \u0645\u0633\u0644\u062d<\/span><\/p>\n

Evaluation of Non-linear Static Behavior of a Two-Way Slab<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0633\u06cc\u062f \u0645\u0647\u0631\u0627\u0646 \u0631\u0632\u0627\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f2\/\u06f1\u06f3\u06f8\u06f2
\n\u06f1\/\u06f8\/\u06f1\u06f3\u06f8\u06f2<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 <\/span>Push over<\/span> \u0628\u0631 \u0631\u0631\u06cc \u0645\u062f\u0644 \u06f5\/\u06f1 \u0642\u0627\u0628 \u0628\u062a\u0646\u06cc \u0628\u0627 \u0686\u0647\u0627\u0631 \u0633\u062a\u0648\u0646<\/span><\/a><\/span><\/p>\n

\n

Push Experimental Study on Half Scale Concrete Frame with Four Columns<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0648\u062d\u06cc\u062f \u0634\u0631\u06cc\u0641<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f2\/\u06f1\u06f3\u06f8\u06f0
\n\u06f1\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f2<\/span><\/p>\n<\/td>\n

\n

\u062a\u0639\u06cc\u06cc\u0646 \u0645\u0634\u062e\u0635\u0647\u200c\u0647\u0627\u06cc \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0648 \u0645\u062f\u0644\u0633\u0627\u0632\u06cc \u062a\u062c\u0631\u0628\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u062c\u062f\u0627\u0633\u0627\u0632\u06cc \u062c\u0631\u0645\u06cc<\/span><\/a><\/span><\/p>\n

Experimental and Theoretical Approaches in Determination of Dynamic Characteristics of Mass Isolated Buildings<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0634\u0647\u0631\u06cc\u0627\u0631 \u0637\u0627\u0648\u0648\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f5\/\u06f1\/\u06f1\u06f3\u06f8\u06f3
\n\u06f2\u06f5\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u06f1- <\/span><\/span>\u0645\u0642\u0627\u06cc\u0633\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0631\u0641\u062a\u0627\u0631 \u0686\u0631\u062e\u0647\u200c\u0627\u06cc \u0642\u0627\u0628 \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0636\u0631\u0628\u062f\u0631\u06cc \u0628\u0627 \u067e\u0631 \u06a9\u0646\u0646\u062f\u0647\u200c\u0647\u0627\u06cc \u0622\u062c\u0631\u06cc \u0648 \u0628\u062f\u0648\u0646 \u067e\u0631 \u06a9\u0646\u0646\u062f\u0647 \u0622\u062c\u0631\u06cc<\/span><\/a><\/span><\/p>\n

\u06f1- Experimental Study on Cyclic Behavior of Braced Frame with and Without Infills<\/span><\/span><\/p>\n

\u06f2- <\/span><\/span>\u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0637\u0631\u062d \u062a\u0631\u0645\u06cc\u0645 \u06cc\u06a9 \u0637\u0631\u0641\u0647 \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0635\u062f\u0645\u0647 \u062f\u06cc\u062f\u0647 \u062f\u0631 \u0632\u0644\u0632\u0644\u0647<\/span><\/a><\/span><\/p>\n

\u06f2-Experimental Study on a One Side Masonry Wall Rehabilitation in a Damaged Building<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u0645\u06cc\u062f \u0631\u0636\u0627 \u0641\u0631\u0634\u0686\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f5\/\u06f1\u06f3\u06f8\u06f2
\n\u06f2\u06f8\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u062c\u062f\u0627 \u0633\u0627\u0632\u06cc \u06a9\u0641 \u0637\u0627\u0628\u0642\u0627\u062a \u062f\u0631 \u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627<\/span><\/a><\/span><\/p>\n

Experimental and Theoretical Studies on Floor Isolation Technique<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc- \u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u067e\u0648\u0631\u0645\u062d\u0645\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f2\/\u06f1\u06f3\u06f8\u06f3
\n\u06f1\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0627\u062a \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0634\u06cc\u0631\u0647\u0627\u06cc \u0642\u0637\u0639 \u06af\u0627\u0632 \u0627\u062a\u0648\u0645\u0627\u062a\u06cc\u06a9<\/span><\/a><\/span><\/p>\n

Study on the Seismic Induced Acceleration on the Automatic Shutoff Gas Valves<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u067e\u0627\u0631\u0633\u06cc\u0627\u0646 \u0644\u0648\u06cc\u062f<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647 \u0633\u0627\u0632\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f9\/\u06f1\u06f3\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u062a\u0639\u06cc\u06cc\u0646 \u062a\u062c\u0631\u0628\u06cc \u0645\u0648\u062f\u0647\u0627\u06cc \u0641\u0631\u06a9\u0627\u0646\u0633\u06cc \u0633\u062a\u0648\u0646 \u0637\u0631\u0647 \u0628\u062a\u0646\u06cc \u0642\u0628\u0644 \u0648 \u0628\u0639\u062f \u0627\u0632 \u062a\u0642\u0648\u06cc\u062a \u0628\u0627 <\/span>FRP<\/span><\/p>\n

Experimental determination of the frequency modes of edging concrete columns before and after the strengthen using FRP<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0645\u0627\u0632\u0646\u062f\u0631\u0627\u0646<\/span><\/p>\n<\/td>\n

<\/td>\n\n

\u06f1\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f3\/\u06f1\u06f0\/\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634\u00ad\u0647\u0627\u06cc \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u0634\u06cc\u0631 \u06af\u0627\u0632 \u062d\u0633\u0627\u0633 \u0628\u0647 \u0627\u0631\u062a\u0639\u0627\u0634\u0627\u062a \u0632\u0644\u0632\u0644\u0647<\/span><\/p>\n

Seismic tests of sensitive Gas Valve to vibrations earthquake<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u0634\u0627\u0644\u0648\u062f\u0647 \u0622\u0628<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0646\u06cc\u06a9\u0632\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f3\/\u06f2\/\u06f1\u06f3\u06f8\u06f4
\n\u06f7\/\u06f9\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0634\u06a9\u0644 \u067e\u0630\u06cc\u0631\u06cc \u0642\u0627\u0628\u0647\u0627\u06cc \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0634\u062f\u0647 \u0647\u0645 \u0645\u0631\u06a9\u0632 \u0628\u0627 \u0645\u06a9\u0627\u0646\u06cc\u0632\u0645 \u0627\u0644\u0645\u0627\u0646 \u067e\u06cc\u0686\u0634\u06cc<\/span><\/p>\n

Experimental Studies on Concentric Braced Frames with Tensional Element<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631\u0645\u062d\u0645\u062f\u0642\u0627\u0633\u0645 \u0648\u062a\u0631\u062a\u0645\u06cc\u062c\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0648\u062d\u06cc\u062f \u0645\u0644\u0635\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f2\/\u06f1\u06f3\u06f8\u06f2
\n\u06f1\/\u06f4\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u06a9\u0627\u0631\u0628\u0631\u062f \u0645\u06cc\u0631\u0627\u06af\u0631 \u0641\u0644\u0632\u06cc \u0622\u06a9\u0627\u0631\u062f\u0626\u0648\u0646\u06cc \u062f\u0631 \u0645\u0642\u0627\u0648\u0645\u200c\u0633\u0627\u0632\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0642\u0627\u0628\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/span><\/p>\n

Experimental Study on Accordion Type Energy Dissipaters in Seismic Retrofit of Steel Frame Structures<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc\u200c\u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0647\u0631\u062a\u0627\u0634 \u0645\u0639\u062a\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f3
\n\u06f2\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0633\u062a\u0648\u0646 \u0628\u062a\u0646\u06cc \u062a\u0648\u0633\u0637 \u062c\u0627\u06a9\u062a \u0641\u0644\u0632\u06cc<\/span><\/p>\n

Experimental Study on Seismic Retrofit of Concrete Columns with Steel Jacketing<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631\u0645\u062d\u0645\u062f\u0642\u0627\u0633\u0645 \u0648\u062a\u0631\u062a\u0645\u06cc\u062c\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0648\u0646\u062f\u0627\u062f \u06af\u0631\u0645\u0647 \u0627\u06cc\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f4\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f3
\n\u06f1\u06f4\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u062a\u0639\u06cc\u06cc\u0646 \u0638\u0631\u0641\u06cc\u062a \u0628\u0627\u0631\u0628\u0631\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u062e\u0634\u062a\u06cc \u0648 \u0627\u0631\u0627\u0626\u0647 \u0631\u0648\u0634\u200c\u0647\u0627\u06cc \u0645\u0642\u0627\u0648\u0645\u200c\u0633\u0627\u0632\u06cc \u0622\u0646\u0647\u0627<\/span><\/a><\/span><\/p>\n

Estimation of the Strength Capacity in Adobe Structure<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u062f \u062c\u0648\u0627\u062f \u062c\u0628\u0627\u0631\u0632\u0627\u062f\u0647\u060c \u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0634\u0627\u062f \u06cc\u062b\u0631\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f9\/\u06f1\u06f3\u06f8\u06f3
\n\u06f3\u06f0\/\u06f8\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u062a\u0627\u062b\u06cc\u0631 \u0646\u0642\u0635 \u0647\u0646\u062f\u0633\u06cc \u062f\u0631 \u0631\u0641\u062a\u0627\u0631 \u0633\u062a\u0648\u0646\u0647\u0627\u06cc \u0645\u0634\u0628\u06a9 \u0628\u0627 \u0628\u0633\u062a \u0627\u0641\u0642\u06cc \u062a\u062d\u062a \u0646\u06cc\u0631\u0648\u06cc \u0645\u062d\u0648\u0631\u06cc \u0627\u0633\u062a\u0627\u062a\u06cc\u06a9\u06cc<\/span><\/p>\n

Experimental Study on the Initial Imperfection Effects on Axial Capacity of Battened Columns<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0628\u0647\u0631\u062e \u062d\u0633\u06cc\u0646\u06cc\u200c\u0647\u0627\u0634\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u062f \u0639\u0644\u06cc \u062c\u0639\u0641\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f2\/\u06f1\u06f3\u06f8\u06f4
\n\u06f1\/\u06f8\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0631\u0641\u062a\u0627\u0631 \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0635\u0644\u0628 \u0631\u0627\u06cc\u062c \u062f\u0631 \u0633\u0627\u062e\u062a \u0648 \u0633\u0627\u0632 \u06a9\u0634\u0648\u0631<\/span><\/p>\n

Evaluation of Ordinary Rigid Connections in Steel Structures in Iran<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062e\u0644\u0648\u062a\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f3
\n\u06f2\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u062a\u0634\u062e\u06cc\u0635\u060c \u062a\u0639\u0645\u06cc\u0631 \u0648 \u062a\u0642\u0648\u06cc\u062a \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0628\u062a\u0646 \u0622\u0631\u0645\u0647 \u0622\u0633\u06cc\u0628 \u062f\u06cc\u062f\u0647 \u0627\u0632 \u0632\u0644\u0632\u0644\u0647<\/span><\/a><\/span><\/p>\n

Identification, Repair and Retrofit of Damaged Concrete Structures<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0632\u0646\u062c\u0627\u0646\u06cc\u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f5\/\u06f1\u06f3\u06f8\u06f4
\n\u06f1\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u0627\u062d\u06cc \u0633\u06cc\u0633\u062a\u0645 \u062a\u0634\u062e\u06cc\u0635 \u062e\u0631\u0627\u0628\u06cc<\/span><\/a><\/span><\/p>\n

Experimental Studies on Damages Detection<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062e\u0627\u0646\u0644\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f0\/\u06f4\/\u06f1\u06f3\u06f8\u06f4
\n\u06f2\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0645\u06cc\u0632\u0627\u0646 \u0634\u06a9\u0644\u200c\u067e\u0630\u06cc\u0631\u06cc \u0648 \u062c\u0630\u0628 \u0627\u0646\u0631\u0698\u06cc \u062f\u0631 \u0642\u0627\u0628\u0647\u0627\u06cc \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc\u060c \u0645\u06a9\u0627\u0646\u06cc\u0633\u0645 \u062d\u0644\u0642\u0647 \u0641\u0648\u0644\u0627\u062f\u06cc<\/span><\/p>\n

Evaluation of the Ductility of Braced Frame with Steel Rings<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631\u0645\u062d\u0645\u062f\u0642\u0627\u0633\u0645 \u0648\u062a\u0631 \u062a\u0645\u06cc\u062c\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u067e\u06cc\u0645\u0627\u0646 \u0631\u0634\u06cc\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f3\/\u06f1\u06f3\u06f8\u06f2
\n\u06f1\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0627\u0646\u062c\u0627\u0645 \u0622\u0632\u0645\u0627\u06cc\u0634\u200c\u0647\u0627\u06cc \u0627\u0633\u062a\u0627\u062a\u06cc\u06a9\u06cc \u0648 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0627\u062c\u0632\u0627\u0621 \u0648 \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0645\u0631\u0628\u0648\u0637 \u0628\u0647 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u067e\u06cc\u0634\u200c\u0633\u0627\u062e\u062a\u0647<\/span><\/p>\n

Experimental Studies on Pre-cast Structures and Their Connections under Static and Dynamic Loads<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647 \u0633\u0627\u0632\u0647<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u0633\u0628 \u2013\u0628\u0646\u06cc\u0627\u062f\u062a\u0639\u0627\u0648\u0646 \u0633\u067e\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f2\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f8\/\u06f1\u06f3\u06f8\u06f2
\n\u06f7\/\u06f3\/\u06f1\u06f3\u06f8\u06f3<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0645\u0642\u0627\u0648\u0645\u062a \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0642\u0627\u0628\u200c\u0647\u0627\u06cc \u0641\u0636\u0627\u06cc\u06cc<\/span><\/p>\n

\n

Study on the Strength of Joint Components of the Space Frame Structures<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0627\u0641\u0634\u06cc\u0646<\/span>
\n<\/span>\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0635\u0646\u0639\u062a\u06cc \u0633\u0647\u0646\u062f<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0648\u0631\u0632\u0646\u062f\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f4\/\u06f1\u06f3\u06f8\u06f4
\n\u06f2\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0645\u062e\u0627\u0632\u0646 \u062c\u062f\u0627\u0633\u0627\u0632\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0634\u062f\u0647 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062a\u06cc\u063a\u0647\u200c\u0647\u0627\u06cc \u0645\u06cc\u0631\u0627\u06af\u0631<\/span><\/a><\/span><\/p>\n

Seismic Performance of Base Isolated Tanks Equipped with Baffles<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0644\u06a9\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f3\/\u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0622\u062c\u0631\u06cc \u0628\u0627 \u06a9\u0644\u0627\u0641 \u0633\u0627\u062e\u062a\u0647 \u0634\u062f\u0647 \u0628\u0631 \u0627\u0633\u0627\u0633 \u0636\u0648\u0627\u0628\u0637 \u0622\u06cc\u06cc\u0646\u200c\u0646\u0627\u0645\u0647 \u0632\u0644\u0632\u0644\u0647 \u0627\u06cc\u0631\u0627\u0646(\u0627\u0633\u062a\u0627\u0646\u062f\u0627\u0631\u062f \u06f2\u06f8\u06f0\u06f0)<\/span><\/p>\n

Experimental Studies on Seismic Behavior of Confined Masonry Building According to Seismic Code (ICPSRDB 2800)<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062e\u0634\u0627\u06cc\u0627\u0631 \u067e\u0648\u0631\u0622\u0630\u06cc\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f6\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f4
\n\u06f6\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u062a\u0648\u0646\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u067e\u0631\u0634\u062f\u0647 \u0628\u0627 \u0628\u062a\u0646 (<\/span>CFST<\/span>)<\/span><\/a><\/span><\/p>\n

Experimental Studies of the Seismic Behavior of Tubular Steel Columns Filled with Concrete<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0641\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0634\u0642\u0627\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\/\u06f1\u06f3\u06f8\u06f3
\n\u06f2\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u062a\u0647\u06cc\u0647 \u0645\u0646\u062d\u0646\u06cc\u200c\u0647\u0627\u06cc \u0634\u06a9\u0646\u0646\u062f\u06af\u06cc \u0645\u062e\u0627\u0632\u0646 \u0627\u0633\u062a\u0648\u0627\u0646\u0647 \u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0646\u0641\u062a<\/span><\/p>\n

Experimental Study on Developing Frigidity Curves for Cylindrical Steel Oil Tanks<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0633\u0639\u0648\u062f \u0646\u0648\u0631 \u0639\u0644\u06cc \u0622\u0647\u0627\u0631\u06cc<\/span>T<\/span>\u060c \u0645\u0647\u0646\u062f\u0633 \u0633\u06cc\u062f \u0645\u0647\u0631\u0627\u0646 \u0631\u0632\u0627\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0645\u0634\u062e\u0635\u0627\u062a \u0645\u06a9\u0627\u0646\u06cc\u06a9\u06cc \u0648 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u062c\u062f\u0627\u06af\u0631\u0647\u0627\u06cc \u0627\u0644\u0627\u0633\u062a\u0648\u0645\u0631 \u0645\u0633\u0644\u062d \u0634\u062f\u0647 \u0628\u0627 \u0627\u0644\u06cc\u0627\u0641 \u0648 \u0645\u0642\u0627\u06cc\u0633\u0647 \u0622\u0646\u0647\u0627 \u0628\u0627 \u0646\u0648\u0639 \u0645\u0633\u0644\u062d \u0634\u062f\u0647 \u0628\u0627 \u0641\u0648\u0644\u0627\u062f<\/span><\/p>\n

Experimental Studies and Compare Fiber Reinforced elastomeric isolator with steel Reinforced elastomeric isolator<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0622\u0642\u0627 \u06a9\u0648\u0686\u06a9<\/span>
\n<\/span>\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062a\u0631\u0628\u06cc\u062a \u0645\u062f\u0631\u0633<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062f\u0647\u0642\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f3
\n\u06f3\u06f1\/\u06f6\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0633\u0627\u062e\u062a \u0645\u06cc\u0631\u0627\u06af\u0631 \u0648\u06cc\u0633\u06a9\u0648\u0632 \u06a9\u0646\u062a\u0631\u0644 \u067e\u0630\u06cc\u0631 \u062c\u0647\u062a \u0628\u06a9\u0627\u0631 \u06af\u06cc\u0631\u06cc \u062f\u0631 \u0633\u06cc\u0633\u062a\u0645\u0647\u0627\u06cc \u0627\u06cc\u0632\u0648\u0644\u0647 \u0634\u062f\u0647 \u062c\u0631\u0645\u06cc<\/span><\/p>\n

Experimental Study on Controllable Viscose device For Mass Isolator Structures<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0648\u063a\u06cc \u06a9\u06cc\u0627<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f3
\n\u06f3\u06f1\/\u06f6\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0627\u0645\u06a9\u0627\u0646 \u0628\u0647 \u06a9\u0627\u0631\u06af\u06cc\u0631\u06cc \u063a\u0644\u062a\u06a9\u0647\u0627\u06cc \u0627\u0633\u062a\u0648\u0627\u0646\u0647\u200c\u0627\u06cc \u0645\u062a\u0639\u0627\u0645\u062f \u062c\u0647\u062a \u062c\u062f\u0627 \u0633\u0627\u0632\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627<\/span><\/p>\n

Evaluation of Orthogonal Cylindrical Rollers for Seismic Isolation<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u0648\u062f \u062d\u0633\u06cc\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u06a9\u0646\u06af\u0631\u0644\u0648- \u062f\u06a9\u062a\u0631 \u0648\u062a\u0631- \u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u062f \u062c\u0648\u0627\u062f \u062c\u0628\u0627\u0631\u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f6\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f4
\n\u06f6\/\u06f6\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0646\u0627\u0645\u062a\u0642\u0627\u0631\u0646 \u0648 \u0628\u0647\u0628\u0648\u062f \u067e\u0627\u0633\u062e\u0647\u0627\u06cc \u0622\u0646 \u062a\u0648\u0633\u0637 \u0686\u06cc\u062f\u0645\u0627\u0646 \u0645\u06cc\u0631\u0627\u06af\u0631 \u0647\u0627\u06cc \u0627\u0644\u062d\u0627\u0642\u06cc<\/span><\/p>\n

Experimental torsional<\/span> control of asymmetric structures using viscous damper distribution<\/span><\/p>\n

\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0634\u0627\u0647\u0648\u0627\u0631\u060c \u0645\u0647\u0646\u062f\u0633 \u0646\u0627\u0635\u0631\u06cc\u060c \u0645\u0647\u0646\u062f\u0633 \u0645\u0646\u0635\u0648\u0631\u06cc\u060c \u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u0646 \u0632\u0627\u062f\u0647\u060c \u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0634\u0686\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f1\/\u06f1\u06f3\u06f8\u06f4
\n\u06f1\u06f5\/\u06f7\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0639\u0645\u0644\u06a9\u0631\u062f \u0642\u0627\u0628 \u0628\u062a\u0646\u06cc \u0628\u0627 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628 \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u062a\u062d\u062a \u0628\u0627\u0631\u06af\u0630\u0627\u0631\u06cc \u0686\u0631\u062e\u0647\u200c\u0627\u06cc<\/span><\/a><\/span><\/p>\n

Experimental Study on Cyclic Behavior of Concrete Frame with Masonry infill<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0632\u0627\u062f \u067e\u0627\u0631\u0633\u0627\u060c \u0645\u0647\u0646\u062f\u0633 \u062d\u0645\u06cc\u062f \u0631\u0636\u0627 \u0641\u0631\u0634\u0686\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f3\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f4\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f3 \u06f1\u06f4\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f4<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u0627\u062d\u06cc \u0648 \u0633\u0627\u062e\u062a \u0627\u06cc\u0632\u0648\u0644\u0627\u062a\u0648\u0631\u0647\u0627\u06cc \u0647\u06cc\u062f\u0631\u0648\u0644\u06cc\u06a9\u06cc<\/span><\/a><\/span><\/p>\n

\n

Experimental Studies on Two New Prototypes of Hydraulic Isolators<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc \u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0634\u0627\u062f \u06cc\u062b\u0631\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f3\u06f0\/\u06f7\/\u06f1\u06f3\u06f8\u06f5
\n\u06f3\u06f1\/\u06f1\/\u06f1\u06f3\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0648 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u06a9\u0645\u06cc \u0622\u0633\u06cc\u0628\u200c\u067e\u0630\u06cc\u0631\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0622\u062c\u0631\u06cc \u063a\u06cc\u0631 \u0645\u0647\u0646\u062f\u0633\u06cc \u0645\u062a\u062f\u0627\u0648\u0644 \u062f\u0631 \u0627\u06cc\u0631\u0627\u0646<\/span><\/p>\n

Experimental and Analytical Study of quantitative evaluation of seismic vulnerability of brick walls conventional non-engineering in Iran<\/span><\/p>\n

\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0627\u0645\u0631\u0632 \u0639\u0627\u0644\u0645\u06cc- \u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u0626\u06cc \u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f9\/\u06f8\/\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0635\u062d\u062a \u0639\u0645\u0644\u06a9\u0631\u062f \u0634\u062a\u0627\u0628 \u0633\u0646\u062c\u00ad\u0647\u0627\u06cc <\/span>CMG-6TD<\/span> \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646<\/span><\/p>\n

Performance verification of CMG-6TD accelerometers using shaking table<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u067e\u0698\u0648\u0647\u0634\u06a9\u062f\u0647 \u0698\u0626\u0648\u062a\u06a9\u0646\u06cc\u06a9<\/span><\/p>\n<\/td>\n

\n

\u067e\u0698\u0648\u0647\u0634\u06af\u0627\u0647 \u0628\u06cc\u0646 \u0627\u0644\u0645\u0644\u0644\u06cc \u0632\u0644\u0632\u0644\u0647 \u0634\u0646\u0627\u0633\u06cc \u0648 \u0645\u0647\u0646\u062f\u0633\u06cc \u0632\u0644\u0632\u0644\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062f\u0627\u0648\u0648\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f4
\n\u06f2\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u063a\u06cc\u0631\u200c\u062e\u0637\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0627\u0633\u06a9\u0644\u062a \u0641\u0644\u0632\u06cc \u0648 \u062a\u0639\u06cc\u06cc\u0646 \u0636\u0631\u06cc\u0628 \u0631\u0641\u062a\u0627\u0631 \u0633\u0627\u0632\u0647 \u0628\u0631\u0627\u06cc \u0627\u06cc\u0646 \u0646\u0648\u0639 \u0633\u0627\u0632\u0647<\/span><\/p>\n

Influence of Structural Detailing on Seismic Behavior of Steel Moment Resisting Connections<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062f\u0627\u0646\u0634<\/span>
\n<\/span>\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062e\u0648\u0627\u062c\u0647 \u0646\u0635\u06cc\u0631 \u0637\u0648\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0647\u0648\u0645\u0646 \u0641\u0631\u062e\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f6\/\u06f1\u06f3\u06f8\u06f4
\n\u06f1\u06f5\/\u06f2\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u062d\u0644\u0642\u0647\u200c\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0634\u06a9\u0644 \u067e\u0630\u06cc\u0631\u06cc \u062f\u0631 \u0628\u0627\u062f\u0628\u0646\u062f\u0647\u0627\u06cc \u0647\u0645 \u0645\u0631\u06a9\u0632 <\/span><\/a><\/span><\/p>\n

Experimental Evaluation of Concentric Bracing with Ductility Steel Rings<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u0627\u0633 \u0646\u06cc\u0627<\/span>
\n<\/span>\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0639\u0644\u0645 \u0648 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u062f \u0639\u0644\u06cc \u06a9\u0627\u0641\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f3
\n\u06f1\u06f5\/\u06f4\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u062a\u0626\u0648\u0631\u06cc\u06a9 \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u062a\u0633\u0644\u06cc\u0645\u06cc <\/span>ADAS<\/span> \u0648 \u0627\u0635\u0637\u06a9\u0627\u06a9\u06cc \u0644\u0648\u0628\u06cc\u0627\u06cc\u06cc<\/span><\/p>\n

Experimental and Theoretical Studies on ADAS Energy Dissipaters and Frictional Slotted Dampers<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062a\u0647\u0631\u0627\u0646\u06cc \u0632\u0627\u062f\u0647<\/span>
\n<\/span>\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0627\u0645\u06cc\u0631 \u06a9\u0628\u06cc\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0641\u0631\u0634\u0627\u062f \u062e\u0627\u0644\u0642\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f0\/\u06f4\/ \u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f0\/\u06f2\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u062a\u0642\u0648\u06cc\u062a \u0627\u062a\u0635\u0627\u0644 \u06a9\u0646\u0627\u0631\u06cc \u062a\u06cc\u0631-\u0633\u062a\u0648\u0646 \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u062a\u0648\u0633\u0637 \u0644\u0627\u06cc\u0647\u200c\u0647\u0627\u06cc <\/span>FRP<\/span><\/a><\/span><\/p>\n

Experimental Studies Strengthening on a Corner Type Concrete Beam-Column Joint with Using FRP<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062f\u0627\u0646\u0634<\/span>
\n<\/span>\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062e\u0648\u0627\u062c\u0647 \u0646\u0635\u06cc\u0631 \u0637\u0648\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0627\u0633\u0645\u0627\u0639\u06cc\u0644\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f3\u06f0\/\u06f1\/\u06f1\u06f3\u06f8\u06f4
\n\u06f2\u06f9\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062a\u062c\u0647\u06cc\u0632\u0627\u062a \u0645\u062a\u062f\u0627\u0648\u0644 \u0645\u0633\u062a\u0647\u0644\u06a9 \u06a9\u0646\u0646\u062f\u0647 \u0627\u0646\u0631\u0698\u06cc \u0628\u0631\u0627\u06cc \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u067e\u0644\u0647<\/span><\/p>\n

Experimental Studies on use of Energy Dissipating Equipments for Seismic Retrofit of Bridges.<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0627\u06a9\u0628\u0631 \u0648\u0627\u062b\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u0627\u0645\u062f \u0631\u0633\u062a\u0645\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f9\/\u06f1\u06f3\u06f8\u06f5
\n\u06f1\/\u06f1\u06f0\/\u06f1\u06f3\u06f8\u06f5<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0628\u0633\u062a \u0647\u0627\u06cc \u0642\u0648\u0631\u0628\u0627\u063a\u0647 \u0627\u06cc \u0645\u0648\u0631\u062f \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u062f\u0631 \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u063a\u06cc\u0631\u0633\u0627\u062e\u062a\u0645\u0627\u0646\u06cc<\/span><\/p>\n

Experimental Study Frog fasteners used in non-structural structures<\/span><\/p>\n<\/td>\n

\n

\u067e\u0631\u0648\u0698\u0647 \u062f\u0631\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0647\u062f\u06cc \u0627\u062f\u06cc\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0645\u0642\u0627\u0648\u0645\u200c\u0633\u0627\u0632\u06cc \u0642\u0627\u0628\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u067e\u0631\u200c\u0634\u062f\u0647 \u0628\u0627 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 <\/span>FRP<\/span><\/p>\n

Retrofitting of concrete frames filled with infill firms of materials using FRP<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0627\u06cc\u0648\u0628 \u062f\u0647\u0642\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f4\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f3\/\u06f5\/\u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f3\/\u06f9\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0627\u0641\u0632\u0627\u06cc\u0634 \u0638\u0631\u0641\u06cc\u062a \u062e\u0645\u0634\u06cc \u0633\u062a\u0648\u0646\u0647\u0627\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 <\/span>FRP<\/span><\/p>\n

Experimental Studies Increasing Bending Capacity Reinforce Concrete Column with Using FRP<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u062f\u0648\u0646 \u0627\u0631\u0628\u0627\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0647\u062f\u06cc \u0633\u0631\u0627\u0641\u0631\u0627\u0632<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0637\u0631\u062d \u0648 \u062a\u0648\u0644\u06cc\u062f \u0628\u0627\u062f\u0628\u0646\u062f \u0647\u0627\u06cc \u06a9\u0645\u0627\u0646\u0634 \u0646\u0627\u067e\u0630\u06cc\u0631<\/span><\/p>\n

Design Evaluation & Implementing of Buckling Restrained Braces<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u062f\u0648\u0646 \u0627\u0631\u0628\u0627\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u06a9\u0631\u06cc\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f9\/\u06f1\u06f3\u06f8\u06f6
\n\u06f1\/\u06f3\/\u06f1\u06f3\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0642\u0627\u0621 \u062e\u0635\u0648\u0635\u06cc\u0627\u062a \u0633\u062e\u062a\u06cc\u060c \u0645\u0642\u0627\u0648\u0645\u062a \u0648 \u0634\u06a9\u0644 \u067e\u0630\u06cc\u0631\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u063a\u06cc\u0631 \u0634\u06a9\u0644 \u067e\u0630\u06cc\u0631 (\u0628\u0627\u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632\u062c\u0627\u06a9\u062a \u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u067e\u0633 \u062a\u0646\u06cc\u062f\u0647 \u0634\u062f\u0647)<\/span><\/p>\n

Evaluation of Reinforced Concrete Columns with Poor Confinement and their Retrofitting by Thermal Post Tension Steel Jacketing<\/span><\/p>\n

\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631\u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648 \u0642\u062f \u0645\u0642\u062f\u0645<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062c\u0648\u0627\u062f \u0645\u06a9\u0627\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f5
\n\u06f1\/\u06f5\/\u06f1\u06f3\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u062a\u0648\u0646\u0647\u0627\u06cc \u0645\u0631\u06a9\u0628 \u0628\u0627 \u0628\u0633\u062a \u0627\u0641\u0642\u06cc<\/span><\/p>\n

Experimental Investigation on Seismic Behavior of Battened Columns<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0628\u0647\u0631\u062e \u062d\u0633\u06cc\u0646\u06cc\u200c\u0647\u0627\u0634\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062d\u0645\u062f \u0639\u0644\u06cc \u062c\u0639\u0641\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f9\/\u06f5\/\u06f1\u06f3\u06f8\u06f4
\n\u06f2\u06f9\/\u06f5\/\u06f1\u06f3\u06f8\u06f6<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u062a\u0627\u062b\u06cc\u0631 \u0645\u0648\u0642\u0639\u06cc\u062a \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u0647\u0627 \u062f\u0631 \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/span><\/p>\n

Experimental and Analytical Study of the impact of position of BRACED FRAMES on seismic behavior in steel constructions<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u0648\u062f \u062d\u0633\u06cc\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0647\u0631\u0648\u06cc \u0648 \u0628\u06cc\u0627\u062a<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f1\u06f1\/\u06f1\u06f3\u06f8\u06f5
\n\u06f2\u06f8\/\u06f5\/\u06f1\u06f3\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u062a\u0627\u062b\u06cc\u0631 \u0645\u0648\u0627\u062f \u067e\u0631 \u06a9\u0646\u0646\u062f\u0647 \u0628\u0631 \u0639\u0645\u0644\u06a9\u0631\u062f \u0645\u06cc\u0631\u0627\u06af\u0631 \u0641\u0644\u0632\u06cc \u0622\u06a9\u0627\u0631\u062f\u0626\u0648\u0646\u06cc<\/span><\/p>\n

Experimental Studies the Effect of Infilled<\/span> Hyper foam Material on the Behavior of Accordion Metalloid Damper<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0627\u0633\u0645\u0627\u0639\u06cc\u0644 \u0627\u06cc\u0632\u062f\u06cc- \u062f\u06a9\u062a\u0631 \u0645\u0647\u0631\u062a\u0627\u0634 \u0645\u0639\u062a\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f2\/\u06f1\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f6
\n\u06f2\u06f0\/\u06f1\/\u06f1\u06f3\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0648 \u0631\u0627\u0647 \u0647\u0627\u06cc \u062a\u0646\u0638\u06cc\u0645 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628 \u0645\u0647\u0646\u062f\u0633\u06cc<\/span><\/p>\n

Engineering infill panels behaviour<\/span> and adjusting methods<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062c\u06cc\u062f \u0645\u062d\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0627\u06a9\u0631\u0645\u06cc \u0648 \u0645\u0647\u0646\u062f\u0633 \u0632\u06a9\u0631\u06cc\u0627 \u0648\u0627\u0639\u0638\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f8\/\u06f2\/\u06f1\u06f3\u06f8\u06f7
\n\u06f1\/\u06f2\/\u06f1\u06f3\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u062f\u06cc\u0648\u0627\u0631 \u0647\u0627\u06cc \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u062a\u0642\u0648\u06cc\u062a \u0634\u062f\u0647 \u0642\u0637\u0631\u06cc<\/span><\/p>\n

Analytical and Experimental Study on Diagonally Stiffened Steel Plate Shear Walls<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc\u200c\u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0639\u0644\u0648\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f7\/\u06f1\u06f2\/\u06f1\u06f3\u06f8\u06f6
\n\u06f1\u06f2\/\u06f6\/\u06f1\u06f3\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u062a\u06cc\u0631 \u0647\u0627\u06cc \u0639\u0645\u06cc\u0642 \u062f\u0648 \u0633\u0631 \u06af\u06cc\u0631 \u062f\u0627\u0631 \u062a\u062d\u062a \u0628\u0627\u0631\u06af\u0630\u0627\u0631\u06cc \u0686\u0631\u062e\u0647 \u0627\u06cc\u06cc<\/span><\/p>\n

Investigation of two heads stuck deep beams behavior under cyclic loading<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0631\u0628 \u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u06a9\u0631\u06cc\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f2\/\u06f6\/\u06f1\u06f3\u06f8\u06f7
\n\u06f1\u06f8\/\u06f6\/\u06f1\u06f3\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0644\u0631\u0632\u0647 \u0627\u06cc\u06cc \u0634\u06cc\u0631 \u0647\u0627\u06cc \u06af\u0627\u0632 \u0645\u062c\u0647\u0632 \u0628\u0647 \u0633\u0627\u0632\u0648 \u06a9\u0627\u0631 \u0642\u0637\u0639 \u0627\u062a\u0648\u0645\u0627\u062a\u06cc\u06a9<\/span><\/p>\n

Study on the Seismic Induced Acceleration on the Automatic Shutoff Gas Valves<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u0645\u0642\u0627\u0648\u0645 \u0634\u0647\u0631<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u062f\u0642\u0627\u0633\u0645 \u0648\u062a\u0631 \u062a\u0645\u06cc\u062c\u0627\u0646\u06cc -\u06a9\u0631\u06cc\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f5\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f3\/\u06f4\/\u06f8\u06f7<\/span><\/p>\n

\u06f4\/\u06f4\/\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634\u00ad\u0647\u0627\u06cc \u0645\u0642\u0627\u0648\u0645\u062a \u0645\u0635\u0627\u0644\u062d \u0648 \u0628\u062a\u0646<\/span><\/p>\n

Mechanics of Material tests and Concrete<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

<\/td>\n\n

\u06f6\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f5\/\u06f6\/\u06f8\u06f7<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0647\u0627\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0634\u06cc\u0631\u0647\u0627\u06cc \u06af\u0627\u0632 \u0645\u062c\u0647\u0632 \u0628\u0647 \u0645\u06a9\u0627\u0646\u06cc\u0633\u0645 \u0642\u0637\u0639 \u0627\u062a\u0648\u0645\u0627\u062a\u06cc\u06a9 <\/span>Gazkes<\/span><\/span> \u0628\u0627 \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646<\/span><\/p>\n

Seismic testing for gas valves equipped with Gazkes<\/span> automatic stop mechanism on shaking table<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u0634\u0647\u0627\u0628 \u0628\u0631\u0634 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0639\u0638\u06cc\u0645 \u0646\u0698\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f6\/\u06f0\u06f9\/\u06f8\u06f8<\/span><\/p>\n

\u0631\u0648 \u0628\u0647 \u0627\u062a\u0645\u0627\u0645<\/span><\/p>\n<\/td>\n

\n

\u0628\u0647\u0633\u0627\u0632\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u062a\u06cc\u0631 \u0633\u0631 \u0633\u062a\u0648\u0646 \u067e\u0627\u06cc\u0647 \u0645\u062a\u062f\u0627\u0648\u0644 \u067e\u0644\u0647\u0627\u06cc \u0628\u0632\u0631\u06af\u0631\u0627\u0647\u06cc<\/span><\/p>\n

Seismic Retrofit of cap beam in conventional highway bridge bents<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0648\u0627\u062b\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0628\u062d\u0631\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f0\/\u06f0\u06f3\/\u06f8\u06f8 \u06f1\u06f4\/\u06f1\u06f2\/\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u067e\u0627\u0646\u0644\u06cc \u0628\u0627 \u0633\u06cc\u0633\u062a\u0645 \u062a\u0648\u0646\u0644\u06cc<\/span><\/p>\n

Seismic behavior of panel buildings using tunnel forms<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u062a\u0648\u0627\u0641\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f1\/\u06f0\u06f9\/\u06f8\u06f8 \u06f0\u06f8\/\u06f0\u06f2\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0627\u062b\u0631 \u0648\u062c\u0648\u062f \u062f\u0631\u0632 \u0641\u0648\u0642\u0627\u0646\u06cc \u0628\u0631 \u0631\u0641\u062a\u0627\u0631 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628 \u0645\u0647\u0646\u062f\u0633\u06cc<\/span><\/p>\n

Effects of top gap on the behavior of engineered infill panels<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0631\u0636\u0627 \u0645\u062d\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

<\/td>\n<\/td>\n\n

\u067e\u0631\u0648\u0698\u0647 \u06a9\u0644\u0627\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062e\u0627\u0646\u0645 \u0645\u0647\u0646\u062f\u0633 \u067e\u0627\u0631\u0633\u0627\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f5\/\u06f0\u06f5\/\u06f8\u06f8 \u06f2\u06f8\/\u06f0\u06f1\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u062a\u062f\u0648\u06cc\u0646 \u0641\u0631\u0622\u06cc\u0646\u062f \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u062e\u0637\u0631 \u067e\u0630\u06cc\u0631\u06cc \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u067e\u0633\u062a\u00ad\u0647\u0627\u06cc \u0627\u0646\u062a\u0642\u0627\u0644<\/span><\/p>\n

Developing the process of seismic risk assessment for high voltage electrical substations<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u0648\u062f \u062d\u0633\u06cc\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u062e\u0644\u0648\u062a\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f0\u06f2\/\u06f8\u06f8<\/span><\/p>\n

\u06f2\u06f8\/\u06f0\u06f2\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u0627\u062d\u06cc \u0648 \u0633\u0627\u062e\u062a \u0627\u06cc\u0632\u0648\u0644\u0627\u062a\u0648\u0631\u0647\u0627\u06cc \u0627\u0644\u0627\u0633\u062a\u0648\u0645\u0631\u06cc \u0628\u0631\u0627\u06cc \u0645\u0642\u0627\u0648\u0645 \u0633\u0627\u0632\u06cc \u0648 \u0637\u0631\u0627\u062d\u06cc \u0633\u0627\u0632\u0647 \u0647\u0627\u06cc \u0645\u0642\u0627\u0648\u0645 \u062f\u0631 \u0628\u0631\u0627\u0628\u0631 \u0632\u0644\u0632\u0644\u0647<\/span><\/p>\n

Design and manufacturing of elastomeric rubber bearings for application in structures subjected to seismic hazards<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u0626\u06cc\u00ad\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u067e\u0632\u0634\u06a9\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f5\/\u06f0\u06f5\/\u06f8\u06f8 \u06f1\u06f2\/\u06f0\u06f3\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u0627\u0626\u0647 \u062c\u0632\u0626\u06cc\u0627\u062a \u0686\u0634\u0645\u0647 \u0627\u062a\u0635\u0627\u0644 \u062f\u0631 \u0642\u0627\u0628\u0647\u0627\u06cc \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u062a\u06cc\u0631\u0647\u0627\u06cc \u0628\u0627 \u0639\u0645\u0642 \u0646\u0627\u0628\u0631\u0627\u0628\u0631<\/span><\/p>\n

Presenting the detail of panel zone in moment resisting frame(MRF) with unequal beam-depth<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062d\u0633\u06cc\u0646\u06cc \u0647\u0627\u0634\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0627\u062d\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f7\/\u06f5\/\u06f8\u06f8<\/span><\/p>\n

\u06f2\u06f9\/\u06f8\/\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0639\u062f\u062f\u06cc-\u062a\u062c\u0631\u0628\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u067e\u06cc\u0634 \u0633\u0627\u062e\u062a\u0647<\/span> L-<\/span>\u0634\u06a9\u0644<\/span><\/a><\/span><\/p>\n

Numerical \u2013 Experimental study of L-shaped prefabricated walls<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0627\u0645\u06cc\u0631\u06a9\u0628\u06cc\u0631 (\u062f\u06a9\u062a\u0631 \u06a9\u0628\u06cc\u0631)<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u06a9\u0631\u0645\u0644\u0648<\/span><\/p>\n<\/td>\n

\n

\u06f6\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f1\/\u06f0\u06f1\/\u06f8\u06f8 \u06f2\u06f8\/\u06f0\u06f2\/\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0633\u0627\u062e\u062a \u0648 \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0631\u0641\u062a\u0627\u0631 \u062c\u062f\u0627 \u06a9\u0646\u0646\u062f\u0647\u00ad\u0647\u0627\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc<\/span><\/p>\n

Construction and evaluation of seismic Isolation<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062a\u0631\u0628\u06cc\u062a \u0645\u062f\u0631\u0633 (\u062f\u06a9\u062a\u0631 \u06a9\u0648\u06a9\u0628\u06cc)<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062e\u062a\u0627\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f6\/\u06f0\u06f2\/\u06f8\u06f8 \u06f1\u06f3\/\u06f0\u06f3\/\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0644\u0631\u0632\u0647 \u0627\u06cc \u062a\u06a9\u06cc\u0647\u00ad\u06af\u0627\u0647\u00ad\u0647\u0627\u06cc \u0627\u0644\u0627\u0633\u062a\u0648\u0645\u0631\u06cc (\u0646\u0626\u0648\u067e\u0631\u0646\u00ad\u0647\u0627\u06cc \u0645\u0633\u0644\u062d)<\/span><\/p>\n

Seismic testing of elastomeric bearings (neoprene armed )<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u062a\u0648\u0633\u0639\u0647 \u0635\u0646\u0627\u06cc\u0639 \u0646\u0648\u06cc\u0646 (\u062a\u0648\u0635\u0627\u0646)<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062c\u0645\u0634\u06cc\u062f \u0645\u0628\u0635\u0651\u0631<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f0\/\u06f0\u06f5\/\u06f8\u06f8 \u06f2\u06f0\/\u06f0\u06f5\/\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u062f\u0647 \u0628\u0631\u062f\u0627\u0631\u06cc \u0622\u0632\u0645\u0627\u06cc\u0634 \u067e\u0627\u0646\u0644 \u0633\u0647 \u0628\u0639\u062f\u06cc \u0631\u0648\u06cc \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646 \u067e\u0698\u0648\u0647\u0634\u06a9\u062f\u0647 \u0633\u0648\u0627\u0646\u062d<\/span><\/p>\n

Vector Data of Tree \u2013 dimentional<\/span> panel test on shaking table at resume research<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0635\u0646\u0639\u062a\u06cc \u0627\u0645\u06cc\u0631 \u06a9\u0628\u06cc\u0631 (\u062f\u06a9\u062a\u0631 \u0645\u062d\u0645\u062f \u0632\u0645\u0627\u0646 \u06a9\u0628\u06cc\u0631)<\/span><\/p>\n<\/td>\n

\n

\u0633\u0648\u0627\u0646\u062d \u0637\u0628\u06cc\u0639\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f1\/\u06f0\u06f7\/\u06f8\u06f8 \u06f0\u06f9\/\u06f0\u06f8\/\u06f8\u06f8<\/span><\/p>\n<\/td>\n

\n

\u062a\u063a\u06cc\u06cc\u0646 \u0636\u0631\u06cc\u0628 \u0644\u063a\u0632\u0634 \u0631\u0646\u06af \u0628\u0627 \u062f\u0633\u062a\u06af\u0627\u0647 \u06cc\u0648\u0646\u06cc\u0648\u0631\u0633\u0627\u0644<\/span><\/p>\n

Determination of color sliding coefficient with universal system<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u0628\u06cc\u0646 \u0627\u0644\u0645\u0644\u0644\u06cc \u0639\u0645\u0631\u0627\u0646 \u0631\u0636\u0648\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0639\u0644\u06cc \u067e\u06cc\u0648\u0633\u062a\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f1\/\u06f0\u06f5\/\u06f8\u06f9 \u06f0\u06f4\/\u06f1\u06f1\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u062a\u0642\u0648\u06cc\u062a \u0634\u062f\u0647 \u0642\u0637\u0631\u06cc<\/span><\/p>\n

Analytical and experimental study on diagonally stiffened steel plate shear walls<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u062e\u0632\u0627\u0626\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f9\/\u06f0\u06f4\/\u06f8\u06f9 \u06f1\u06f1\/\u06f1\u06f2\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0628\u0647\u0628\u0648\u062f \u0631\u0648\u0634\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f \u06af\u0630\u0627\u0631\u06cc \u062f\u0631 \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u0631\u0634\u06cc \u0628\u062a\u0646\u06cc \u0628\u0627\u0632\u0634\u0648\u062f\u0627\u0631 \u062c\u0647\u062a \u0627\u0641\u0632\u0627\u06cc\u0634 \u0638\u0631\u0641\u06cc\u062a \u062c\u0630\u0628 \u0627\u0646\u0631\u0698\u06cc \u062f\u0631 \u0622\u0646\u0647\u0627<\/span><\/p>\n

Improving the design methods of RC shear walls with openings for higher energy dissipation<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u0626\u06cc\u00ad\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0644\u0628\u0627\u0641 \u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f1\/\u06f0\u06f6\/\u06f8\u06f9<\/span><\/p>\n

\u06f3\u06f0\/\u06f0\u06f6\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0622\u062c\u0631\u06cc \u06a9\u0644\u0627\u0641\u062f\u0627\u0631 \u0628\u0637\u0648\u0631 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc<\/span><\/p>\n

Analytical and experimental study of seismic behaviour<\/span> of confined masonry buildings<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0635\u0631\u0627\u0641\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f8\/\u06f1\u06f1\/\u06f8\u06f8 \u06f1\u06f5\/\u06f0\u06f9\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647 \u0627\u06cc \u0633\u062a\u0648\u0646\u0647\u0627\u06cc \u0645\u0634\u0628\u06a9 \u0628\u0627 \u0628\u0633\u062a \u0645\u0648\u0631\u0628<\/span><\/p>\n

Seismic behavior Investigation of Laced columns<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc -\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062d\u0633\u06cc\u0646\u06cc \u0647\u0627\u0634\u0645\u06cc -\u0634\u0631\u06a9\u062a \u062e\u0627\u06a9 \u0646\u0642\u0634 \u0627\u06cc\u0631\u0627\u0646\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u067e\u0648\u0631\u0635\u0645\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f2\/\u06f1\u06f0\/\u06f8\u06f9 \u06f2\u06f8\/\u06f1\u06f0\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u062f\u0647 \u0628\u0631\u062f\u0627\u0631\u06cc \u0627\u0632 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0645\u0631\u06a9\u0632\u06cc \u0633\u0627\u0632\u0645\u0627\u0646 \u067e\u0698\u0648\u0647\u0634\u0647\u0627\u06cc \u0639\u0644\u0645\u06cc \u0648 \u0635\u0646\u0639\u062a\u06cc<\/span><\/p>\n

Take Data from the central building of science and technology research organization<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0633\u0627\u0632\u0645\u0627\u0646 \u067e\u0698\u0648\u0647\u0634\u0647\u0627\u06cc \u0639\u0644\u0645\u06cc \u0648 \u0635\u0646\u0639\u062a\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0622\u0647\u0646\u06af\u0631\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f7\/\u06f0\u06f4\/\u06f8\u06f9 \u06f0\u06f4\/\u06f0\u06f5\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u062f\u0647 \u0628\u0631\u062f\u0627\u0631\u06cc \u0627\u0632 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0633\u0631\u067e\u0631\u0633\u062a\u06cc \u063a\u0631\u0628 \u0628\u0627\u0646\u06a9 \u0635\u0627\u062f\u0631\u0627\u062a \u0628\u0627 \u062a\u062c\u0647\u06cc\u0632\u0627\u062a \u0634\u062a\u0627\u0628\u0646\u06af\u0627\u0631 \u0627\u0644\u06a9\u062a\u0631\u0648\u0646\u06cc\u06a9\u06cc<\/span><\/p>\n

Take Data from west supervision building of Saderat<\/span> Bank with electronic accelerometer equipment<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0628\u0627\u0646\u06a9 \u0635\u0627\u062f\u0631\u0627\u062a<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0641\u062a\u062d \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f7\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f6\/\u06f0\u06f4\/\u06f8\u06f9 \u06f1\u06f7\/\u06f0\u06f8\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634\u00ad\u0647\u0627\u06cc \u0645\u0642\u0627\u0648\u0645\u062a \u0645\u0635\u0627\u0644\u062d (\u0641\u0648\u0644\u0627\u062f \u0648 \u0628\u062a\u0646) \u067e\u0631\u0648\u0698\u0647 \u0628\u0631\u0631\u0633\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u062a\u06cc\u0631 \u0639\u0631\u06cc\u0636 \u0628\u062a\u0646\u06cc \u0628\u0627 \u0633\u062a\u0648\u0646 \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u00ad\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0628\u0627 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc<\/span><\/p>\n

Effects of seismic behavior of wide beam-column joints on the RC Structural Wall-Frame interaction<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647\u06a9\u0634\u0648\u0631 \u0633\u0648\u0631\u06cc\u0647 (\u067e\u0631\u0648\u0698\u0647 \u0645\u0634\u062a\u0631\u06a9 \u0627\u06cc\u0631\u0627\u0646-\u0633\u0648\u0631\u06cc\u0647)<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u0627\u0633\u0639\u0644\u06cc \u062a\u0633\u0646\u06cc\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062e\u0627\u0646\u0645 \u0645\u0647\u0646\u062f\u0633 \u0641\u062f\u0648\u06cc \u0639\u06cc\u0633\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f1\/\u06f1\u06f2\/\u06f8\u06f9 \u06f2\u06f8\/\u06f1\u06f2\/\u06f8\u06f9<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u062f\u0647 \u0628\u0631\u062f\u0627\u0631\u06cc \u0627\u0632 \u067e\u0644 \u0634\u0647\u06cc\u062f \u0686\u0645\u0631\u0627\u0646 \u0627\u0635\u0641\u0647\u0627\u0646<\/span><\/p>\n

record data from ShahidChamran<\/span> Bridge<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u062f\u0627\u0646\u0634\u06af\u0627\u0647<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0622\u0632\u0627\u062f \u0627\u0633\u0644\u0627\u0645\u06cc \u0648\u0627\u062d\u062f \u0646\u062c\u0641 \u0622\u0628\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0639\u0634\u0627\u0642\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\/\u06f1\/\u06f8\u06f8<\/span><\/p>\n

\u06f1\/\u06f7\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0622\u0633\u06cc\u0628 \u067e\u0630\u06cc\u0631\u06cc \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u0633\u06cc\u0644\u0648\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0628\u0627 \u062f\u0631 \u0646\u0638\u0631 \u06af\u0631\u0641\u062a\u0646 \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u062e\u0627\u06a9-\u0633\u0627\u0632\u0647 \u0648 \u0645\u062d\u062a\u0648\u06cc\u0627\u062a<\/span><\/p>\n

Seismic vulnerability Assessment of reinforced concrete silos with considering soil-structure and bulk solid interaction<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u06cc\u062e\u0686\u0627\u0644\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f6\/\u06f6\/\u06f9\u06f0<\/span><\/p>\n

\u06f1\u06f2\/\u06f2\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u0622\u0632\u0645\u0627\u06cc\u0634\u06cc \u0627\u0646\u062f\u0631\u06a9\u0646\u0634 \u0646\u06cc\u0631\u0648\u06cc \u0645\u062d\u0648\u0631\u06cc \u0648 \u0628\u0631\u0634\u06cc \u062f\u0631 \u0633\u062a\u0648\u0646\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc<\/span><\/p>\n

Analytical and experimental study of the interaction of axial and shear force on concrete columns<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0628\u0647\u0627\u0631<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u06cc\u0627\u062f\u06af\u0627\u0631\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f4\/\u06f7\/\u06f9\u06f0<\/span><\/p>\n

\u06f2\u06f0\/\u06f1\u06f2\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0631\u0641\u062a\u0627\u0631 \u0642\u0627\u0628\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0645\u06cc\u0627\u0646\u067e\u0631 \u0628\u0627 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0648 \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0645\u0642\u0627\u0648\u0645 \u0634\u062f\u0647 \u0628\u0627 \u06a9\u0627\u0645\u067e\u0648\u0632\u06cc\u062a\u0647\u0627\u06cc \u0633\u06cc\u0645\u0627\u0646\u06cc \u0645\u0633\u0644\u062d \u0627\u0644\u06cc\u0627\u0641\u06cc<\/span><\/p>\n

Behavior of brick-infilled<\/span> concrete frames and masonry walls strengthed<\/span> by high performance fiber-reinforced cementitious<\/span> composite<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u062f\u0647\u0642\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f0\/\u06f0\u06f7\/\u06f9\u06f0<\/span><\/p>\n

\u06f1\u06f4\/\u06f0\u06f8\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0648 \u0645\u0642\u0627\u06cc\u0633\u0647 \u0627\u0631\u0632\u0634 \u0646\u0633\u0628\u06cc \u0645\u0647\u0627\u0631\u0628\u0646\u062f \u06a9\u0645\u0627\u0646\u0634 \u062a\u0627\u0628 \u062a\u0645\u0627\u0645 \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u062f\u06cc\u0648\u0627\u0631 \u0628\u0631\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc<\/span><\/p>\n

A comparative investigation on all steel buckling resistant brace and steel shear wall and their relative merit<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0641\u0631\u06cc\u062f\u0648\u0646 \u0627\u0631\u0628\u0627\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0633\u06cc\u062f \u0645\u0627\u0646\u06cc \u062e\u0648\u0634\u0646\u0648\u0627- \u0645\u0639\u06cc\u0646 \u062a\u0628\u0631\u06a9<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f0\u06f4\/\u06f9\u06f0<\/span><\/p>\n

\u06f1\u06f9\/\u06f0\u06f5\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0627\u062b\u0631 \u0628\u0627\u0631 \u0642\u0627\u0626\u0645 \u0648 \u0631\u0641\u062a\u0627\u0631 \u0646\u0645\u0648\u0646\u0647 \u062a\u0639\u0645\u06cc\u0631 \u0634\u062f\u0647 \u0628\u0627 \u06af\u0631\u0648\u062a \u062f\u0631 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628 \u0645\u0647\u0646\u062f\u0633\u06cc \u062f\u0627\u0631\u0627\u06cc \u0641\u06cc\u0648\u0632 \u0644\u063a\u0632\u0627\u0646<\/span><\/p>\n

Influence of vertical loads and behavior of retrofitted specimens (by grout) in the engineered infilled<\/span> frames, having sliding fuses<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0645\u062c\u06cc\u062f \u0645\u062d\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0631\u0636\u0627 \u0645\u062d\u0645\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f0\/\u06f1\u06f0\/\u06f9\u06f0<\/span><\/p>\n

\u062f\u0631 \u062d\u0627\u0644 \u0627\u0646\u062c\u0627\u0645<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u0627\u0626\u0647 \u0645\u062f\u0644 \u0631\u0641\u062a\u0627\u0631 \u063a\u06cc\u0631 \u062e\u0637\u06cc \u067e\u0627\u0646\u0644\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u062f\u0627\u0631\u0627\u06cc \u0628\u0627\u0632\u0634\u0648 \u0628\u0631\u0627\u06cc \u062a\u062d\u0644\u06cc\u0644 \u063a\u06cc\u0631\u062e\u0637\u06cc \u0644\u0631\u0632\u0647 \u0627\u06cc \u0642\u0627\u0628\u0647\u0627\u06cc \u0628\u062a\u0646 \u0645\u0633\u0644\u062d \u0645\u0631\u06a9\u0628<\/span><\/p>\n

Proposing a nonlinear behavioral model for opened masonry panels to be utilized in nonlinear seismic analysis of RC-infilled<\/span> frames<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0639\u0628\u0627\u0633\u0639\u0644\u06cc \u062a\u0633\u0646\u06cc\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u0622\u0642\u0627\u06cc \u0631\u0627\u062d\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f9\/\u06f0\u06f6\/\u06f9\u06f0<\/span><\/p>\n

\u06f2\u06f1\/\u06f0\u06f6\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u062a\u062c\u0647\u06cc\u0632\u0627\u062a \u0634\u062a\u0627\u0628\u0646\u06af\u0627\u0631\u06cc \u0628\u0627 \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646<\/span><\/p>\n

Experiment of accelerometric<\/span> equipment on shaking table<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u0645\u06cc\u06a9\u0631\u0648\u0646 \u0633\u0646\u062c\u0634<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u062c\u06cc\u062f \u0637\u0631\u0627\u0632\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f9\/\u06f0\u06f9\/\u06f9\u06f0<\/span><\/p>\n

\u06f0\u06f5\/\u06f1\u06f0\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0633\u06cc\u0633\u062a\u0645 \u0645\u0647\u0627\u0631\u0628\u0646\u062f \u06a9\u0634\u0648\u06cc\u06cc<\/span><\/p>\n

Drawering<\/span><\/span> brace system<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062e\u0648\u0627\u062c\u0647 \u0646\u0635\u06cc\u0631 (\u062f\u06a9\u062a\u0631 \u0635\u0628\u0648\u0631\u06cc)<\/span><\/p>\n<\/td>\n

\n

\u062e\u0627\u0646\u0645 \u0645\u0647\u0646\u062f\u0633 \u067e\u0627\u06cc\u0646\u062f\u0647 \u062c\u0648<\/span><\/p>\n<\/td>\n

\n

\u06f8\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f5\/\u06f0\u06f9\/\u06f9\u06f0<\/span><\/p>\n

\u06f0\u06f5\/\u06f0\u06f9\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u062f\u0633\u062a\u06af\u0627\u0647 \u0642\u0637\u0639 \u06af\u0627\u0632 \u062d\u0633\u0627\u0633 \u0628\u0647 \u0632\u0644\u0632\u0644\u0647<\/span><\/p>\n

Test of Sensetive<\/span> gas stopped device on the earthquake<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u06af\u0631\u0648\u0647 \u0635\u0646\u0639\u062a\u06cc \u0627\u06cc\u0645\u0646\u06cc \u0632\u0644\u0632\u0644\u0647 \u0633\u062f\u06cc\u062f<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0639\u0635\u0648\u0645\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f1\/\u06f1\u06f1\/\u06f9\u06f0<\/span><\/p>\n

\u06f1\u06f1\/\u06f1\u06f1\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u062f\u0633\u062a\u06af\u0627\u0647 \u062e\u0648\u062f\u06a9\u0627\u0631 \u0642\u0637\u0639 \u062c\u0631\u06cc\u0627\u0646 \u06af\u0627\u0632 \u062d\u0633\u0627\u0633 \u0628\u0647 \u0632\u0644\u0632\u0644\u0647<\/span><\/p>\n

Testing of Automatic stopped the gas flow device susceptible to earthquake<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0634\u0631\u06a9\u062a \u067e\u0627\u0631\u0633\u06cc\u0627\u0646 \u0627\u06cc\u0645\u0646 \u0633\u0627\u0632\u0647<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0639\u0638\u06cc\u0645\u06cc \u0646\u0698\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f3\u06f1\/\u06f0\u06f3\/\u06f9\u06f0<\/span><\/p>\n

\u06f3\u06f1\/\u06f0\u06f3\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0646\u0645\u0648\u0646\u0647 \u062c\u0627\u0630\u0628 \u0627\u0646\u0631\u0698\u06cc (\u0645\u06cc\u0631\u0627\u06af\u0631 \u0627\u0644\u06a9\u062a\u0631\u0648\u0645\u06a9\u0627\u0646\u06cc\u06a9\u06cc) \u0628\u0627 \u062f\u0633\u062a\u06af\u0627\u0647 \u06cc\u0648\u0646\u06cc\u0648\u0631\u0633\u0627\u0644<\/span><\/p>\n

Test of energy absorbing sample ( damper elecromechanical<\/span> ) device with Universal system<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0627\u0628\u0648\u0627\u0644\u0642\u0627\u0633\u0645 \u0648\u062a\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0645\u0633\u0644\u0645 \u06cc\u0632\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f2\/\u06f0\u06f5\/\u06f9\u06f0<\/span><\/p>\n

\u06f2\u06f5\/\u06f0\u06f5\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0646\u0645\u0648\u0646\u0647 \u0627\u0635\u0637\u06a9\u0627\u06a9\u06cc \u0631\u0648\u06cc \u062f\u0633\u062a\u06af\u0627\u0647 \u06cc\u0648\u0646\u06cc\u0648\u0631\u0633\u0627\u0644<\/span><\/p>\n

Friction sample test on universal system<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0627\u0645\u06cc\u0631 \u06a9\u0628\u06cc\u0631 (\u062f\u06a9\u062a\u0631 \u062a\u0647\u0631\u0627\u0646\u06cc \u0632\u0627\u062f\u0647)<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062a\u0631\u0627\u0628\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f0\u06f1\/\u06f0\u06f8\/\u06f9\u06f0<\/span><\/p>\n

\u06f2\u06f8\/\u06f0\u06f8\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0627\u062a\u0635\u0627\u0644 \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u0645\u0642\u0637\u0639 \u06a9\u0627\u0647\u0634 \u06cc\u0627\u0641\u062a\u0647 \u062a\u0648\u0633\u0637 \u062f\u0631\u06cc\u0644 \u06a9\u0627\u0631\u06cc<\/span><\/p>\n

(RBS by drilled holes Arrangement)<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0627\u0628\u0648\u0627\u0644\u0642\u0627\u0633\u0645 \u0648\u062a\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u062f\u0627\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f1\/\u06f0\u06f3\/\u06f9\u06f0<\/span><\/p>\n

\u06f1\u06f1\/\u06f0\u06f3\/\u06f9\u06f0<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u062f\u0633\u062a\u06af\u0627\u0647 \u0647\u0634\u062f\u0627\u0631 \u062f\u0647\u0646\u062f\u0647 \u0632\u0644\u0632\u0644\u0647 \u0628\u0627 \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646<\/span><\/p>\n

Warning Earthquake system test on shaking table<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u0633\u06cc\u062f \u0645\u062d\u0645\u062f \u0645\u0639\u0635\u0648\u0645\u06cc<\/span><\/p>\n<\/td>\n

<\/td>\n\n

\u06f9\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f7\/\u06f5\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0627\u0646\u062c\u0627\u0645 \u0622\u0632\u0645\u0627\u06cc\u0634\u00ad\u0647\u0627\u06cc \u0645\u0642\u0627\u0648\u0645\u062a \u0645\u0635\u0627\u0644\u062d (\u0641\u0648\u0644\u0627\u062f- \u0628\u062a\u0646)<\/span><\/p>\n

Performance of strength of materials ( steel and Concrete)<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u0641\u062a\u0631 \u0641\u0646\u06cc \u0648 \u0637\u0631\u062d\u00ad\u0647\u0627\u06cc \u0639\u0645\u0631\u0627\u0646\u06cc \u067e\u0698\u0648\u0647\u0634\u06af\u0627\u0647 (\u067e\u0631\u0648\u0698\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647 \u067e\u06cc\u0634\u0631\u0641\u062a\u0647 \u0633\u0648\u0647\u0627\u0646\u06a9)<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062d\u0633\u06cc\u0646\u06cc \u0646\u06cc\u0627<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f2\/\u06f9\u06f1<\/span><\/p>\n

\u062f\u0631 \u062d\u0627\u0644 \u0627\u0646\u062c\u0627\u0645<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0647 \u062a\u062d\u0644\u06cc\u0644\u06cc \u0648 \u062a\u062c\u0631\u0628\u06cc \u0628\u0627\u062f\u0628\u0646\u062f\u0647\u0627\u06cc \u0636\u0631\u0628\u062f\u0631\u06cc \u0628\u0627 \u062e\u0631\u0648\u062c \u0627\u0632 \u0645\u0631\u06a9\u0632\u06cc\u062a \u062f\u0631 \u0635\u0641\u062d\u0647 \u0645\u06cc\u0627\u0646\u06cc<\/span><\/p>\n

Analytical and experimental study of cross braces with leaving the center on median plane<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0628\u0633\u0637\u0627\u0645\u06cc<\/span><\/p>\n<\/td>\n

<\/td>\n\n

\u06f9\u06f7<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f0\/\u06f4\/\u06f9\u06f1<\/span><\/p>\n

\u06f1\u06f0\/\u06f9\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u062a\u0639\u06cc\u06cc\u0646 \u0645\u0634\u062e\u0635\u0627\u062a \u0633\u0627\u0632\u0647\u00ad\u0647\u0627 \u0648 \u062a\u0634\u062e\u06cc\u0635 \u062e\u0631\u0627\u0628\u06cc\u060c \u062a\u0646\u0647\u0627 \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u067e\u0627\u0633\u062e \u0647\u0627\u06cc \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc<\/span><\/p>\n

Determination of structural characterization and failure diagnosis only using of seismic responses<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062e\u0627\u0646\u0645 \u0645\u0647\u0646\u062f\u0633 \u0622\u0630\u0631 \u0633\u0627<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f8<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f1\/\u06f1\u06f1\/\u06f9\u06f1<\/span><\/p>\n

\u062f\u0631 \u062d\u0627\u0644 \u0627\u0646\u062c\u0627\u0645<\/span><\/p>\n<\/td>\n

\n

\u0627\u062a\u0644\u0627\u0641 \u0627\u0646\u0631\u0698\u06cc \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u062a\u0648\u0633\u0637 \u062d\u0631\u06a9\u062a \u06af\u0647\u0648\u0627\u0631\u0647\u00ad\u0627\u06cc \u0648 \u062a\u0633\u0644\u06cc\u0645 \u0627\u0644\u0645\u0627\u0646\u0647\u0627 \u062f\u0631 \u067e\u0627\u06cc \u0633\u062a\u0648\u0646\u00ad\u0647\u0627<\/span><\/p>\n

Seismic energy dissipation by the rocking motion and the surrender of German on foot columns<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0627\u0628\u0648\u0627\u0644\u0642\u0627\u0633\u0645 \u0648\u062a\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0631\u06cc\u0627\u062d\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f9\u06f9<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f2\/\u06f9\/\u06f9\u06f1<\/span><\/p>\n

\u06f3\u06f0\/\u06f1\u06f1\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0645\u0637\u0627\u0644\u0639\u0627\u062a \u062a\u062c\u0631\u0628\u06cc \u0627\u062b\u0631\u0627\u062a \u062a\u06cc\u063a\u0647\u00ad\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u062f\u0631 \u06a9\u0627\u0647\u0634 \u0627\u062b\u0631\u0627\u062a \u0645\u0648\u062f \u0646\u0648\u0633\u0627\u0646\u06cc \u0633\u06cc\u0627\u0644 \u062f\u0631 \u0645\u062e\u0627\u0632\u0646 \u0631\u0648 \u0632\u0645\u06cc\u0646\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0646\u0641\u062a\u06cc \u0628\u0647 \u06a9\u0645\u06a9 \u0622\u0632\u0645\u0627\u06cc\u0634\u00ad\u0647\u0627\u06cc \u0645\u06cc\u0632 \u0644\u0631\u0632\u0627\u0646<\/span><\/p>\n

Empirical studies of the effects of having steel blades on reduction effects of fluid oscillating mode on ground steel oil storage tanke<\/span> that had helped shaking table<\/span><\/p>\n

\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u062d\u0633\u06cc\u0646 \u0632\u0627\u062f\u0647<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u06a9\u06cc\u067e\u0648\u0631<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f0<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f5\/\u06f1\u06f0\/\u06f9\u06f1<\/span><\/p>\n

\u06f7\/\u06f1\u06f2\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0628\u0647\u0628\u0648\u062f \u0634\u06a9\u0644\u00ad\u067e\u0630\u06cc\u0631\u06cc \u0627\u062a\u0635\u0627\u0644 \u0635\u0644\u0628 \u0641\u0648\u0644\u0627\u062f\u06cc \u062a\u06cc\u0631 \u0628\u0647 \u0633\u062a\u0648\u0646<\/span><\/p>\n

Improvement of steel Rigid connection ductility beam to column<\/span><\/p>\n<\/td>\n

\n

\u0637\u0631\u062d \u067e\u0698\u0648\u0647\u0634\u06cc<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0636\u06cc\u0627\u06cc\u06cc \u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0646\u0627\u06af\u0647\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f1<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f3\u06f0\/\u06f3\/\u06f9\u06f1<\/span><\/p>\n

\u06f2\u06f1\/\u06f6\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u0647\u0627\u06cc \u0645\u0642\u0627\u0648\u0645 \u062f\u0631 \u0628\u0631\u0627\u0628\u0631 \u06a9\u0645\u0627\u0646\u0634 \u0628\u0627 \u067e\u0648\u0633\u062a\u0647 \u067e\u06cc\u0634 \u0633\u0627\u062e\u062a\u0647 \u0633\u06cc\u0633\u062a\u0645 \u067e\u06cc\u0634 \u06a9\u0634\u06cc\u062f\u0647<\/span><\/p>\n

Experiment of Resistant braces against buckling with prefabricated shell in pre-tensioning system<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0631\u0636\u0627\u06cc\u06cc\u0627\u0646<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u062e\u0648\u0631\u0634\u06cc\u062f<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f2<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f2\/\u06f6\/\u06f9\u06f1<\/span><\/p>\n

\u06f1\u06f1\/\u06f7\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u0631\u0633\u06cc \u0628\u0647\u0628\u0648\u062f \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u00ad\u0627\u06cc \u067e\u06cc\u0648\u0646\u062f\u0647\u0627\u06cc \u0633\u0627\u062e\u062a\u0647 \u0634\u062f\u0647 \u0627\u0632 \u0645\u0642\u0637\u0639 \u0644\u0627\u0646\u0647 \u0632\u0646\u0628\u0648\u0631\u06cc<\/span><\/p>\n

Investigation of Seismic behavior improvement in links are made from Honeycombed section<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u06a9\u062a\u0631 \u0627\u0628\u0648\u0627\u0644\u0642\u0627\u0633\u0645 \u0648\u062a\u0631<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633\u06cc\u0646 \u062c\u0627\u0647\u062f \u0648 \u0646\u0638\u0631\u06cc \u0648 \u0646\u0648\u0631\u0627\u0644\u062f\u06cc\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f3<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f9\/\u06f0\u06f9\/\u06f9\u06f0<\/span><\/p>\n

\u06f2\u06f5\/\u06f2\/\u06f9\u06f0<\/span><\/p>\n

\u06f1\/\u06f3\/\u06f9\u06f1<\/span><\/p>\n

\n<\/td>\n

\n

\u0622\u0632\u0645\u0627\u06cc\u0634 \u0628\u0627\u0631\u06af\u0630\u0627\u0631\u06cc \u0686\u0631\u062e\u0647\u00ad\u0627\u06cc \u0628\u0631 \u0631\u0648\u06cc \u0646\u0645\u0648\u0646\u0647\u00ad\u0647\u0627\u06cc <\/span>IPE<\/span><\/p>\n

Cyclic Loading tests on samples of IPE<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062e\u0648\u0627\u062c\u0647 \u0646\u0635\u06cc\u0631 (\u062f\u06a9\u062a\u0631 \u0635\u0628\u0648\u0631\u06cc)<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0639\u0628\u0627\u062f\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f4<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f2\u06f8\/\u06f8\/\u06f9\u06f1<\/span><\/p>\n

\u06f9\/\u06f1\u06f1\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0628\u0647\u0633\u0627\u0632\u06cc \u0627\u062a\u0635\u0627\u0644\u0627\u062a \u0644\u0648\u0644\u0647\u00ad\u0627\u06cc <\/span>T <\/span> \u0648 <\/span>Y<\/span> \u0634\u06a9\u0644 \u062a\u062d\u062a \u0646\u06cc\u0631\u0648\u06cc \u0641\u0634\u0627\u0631\u06cc \u0645\u062d\u0648\u0631\u06cc \u0628\u0627 \u0627\u0633\u062a\u0641\u0627\u062f\u0647 \u0627\u0632 \u062f\u0648\u0631\u067e\u06cc\u0686 <\/span>FRP<\/span><\/p>\n

Improvement of T and Y-shaped pipe connections under axial compressive force using continuous links<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u062a\u0647\u0631\u0627\u0646<\/span><\/p>\n

(\u062f\u06a9\u062a\u0631 \u0628\u0647\u0627\u0631\u06cc)<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u0644\u0633\u0627\u0646\u06cc<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f5<\/span><\/p>\n<\/td>\n<\/tr>\n

\n

\u06f1\u06f1\/\u06f4\/\u06f9\u06f1<\/span><\/p>\n

\u06f1\u06f4\/\u06f4\/\u06f9\u06f1<\/span><\/p>\n<\/td>\n

\n

\u0628\u0631\u062f\u0627\u0634\u062a \u0627\u0631\u062a\u0639\u0627\u0634 \u0645\u062d\u06cc\u0637\u06cc \u0627\u0632 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0645\u062f\u0627\u0631\u0633 \u0642\u0628\u0644 \u0648 \u0628\u0639\u062f \u0627\u0632 \u0645\u0642\u0627\u0648\u0645\u00ad\u0633\u0627\u0632\u06cc (\u062f\u0648 \u0645\u062f\u0631\u0633\u0647 \u062f\u0631 \u0642\u0644\u0647\u06a9 \u0648 \u0634\u0647\u0631\u06a9 \u0631\u0627\u0647 \u0622\u0647\u0646)<\/span><\/p>\n

Draft of Ambient vibration from sch<\/a>ool building before and after retrofitting ( two school in Gholhak<\/span> and rail town )<\/span><\/p>\n<\/td>\n

\n

\u0627\u0631\u062a\u0628\u0627\u0637 \u0628\u0627 \u0635\u0646\u0639\u062a<\/span><\/p>\n<\/td>\n

\n

\u067e\u0698\u0648\u0647\u0634\u06af\u0627\u0647 \u0628\u06cc\u0646 \u0627\u0644\u0645\u0644\u0644\u06cc \u0632\u0644\u0632\u0644\u0647 \u0634\u0646\u0627\u0633\u06cc \u0648 \u0645\u0647\u0646\u062f\u0633\u06cc \u0632\u0644\u0632\u0644\u0647<\/span><\/p>\n<\/td>\n

\n

\u0645\u0647\u0646\u062f\u0633 \u067e\u0627\u0631\u0633\u0627\u0641\u0631<\/span><\/p>\n<\/td>\n

\n

\u06f1\u06f0\u06f6<\/span><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n","protected":false},"excerpt":{"rendered":"

\u0632\u0645\u0627\u0646 \u0627\u0646\u062c\u0627\u0645 \u0639\u0646\u0648\u0627\u0646 \u0622\u0632\u0645\u0627\u06cc\u0634 \u0642\u0627\u0644\u0628 \u0637\u0631\u062d \u0645\u062c\u0631\u06cc \u0647\u0645\u06a9\u0627\u0631\u0627\u0646 \u0634\u0645\u0627\u0631\u0647 \u06f5\/\u06f1\/\u06f1\u06f3\u06f7\u06f7 \u06f2\u06f8\/\u06f1\u06f2\/\u06f1\u06f3\u06f7\u06f8 \u0631\u0648\u0634\u0646 \u0646\u0645\u0648\u062f\u0646 \u0631\u0641\u062a\u0627\u0631 \u062a\u06cc\u0631\u0647\u0627\u06cc \u0644\u0627\u0646\u0647 \u0632\u0646\u0628\u0648\u0631\u06cc \u0628\u0647 \u0639\u0646\u0648\u0627\u0646 \u0646\u0627\u0642\u0644\u0627\u0646 \u0628\u0627\u0631\u0647\u0627\u06cc \u0632\u0645\u06cc\u0646\u0644\u0631\u0632\u0647 Study on the Behavior \u0627\u062f\u0627\u0645\u0647 \u2026<\/span><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":172,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3588","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/pages\/3588","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/comments?post=3588"}],"version-history":[{"count":2,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/pages\/3588\/revisions"}],"predecessor-version":[{"id":7059,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/pages\/3588\/revisions\/7059"}],"wp:attachment":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/media?parent=3588"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}