![\"b4\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b4.jpg\")
<\/td>\n![\"b5\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b5.jpg\")
<\/td>\n![\"b16\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b16.jpg\")
<\/td>\n![\"b17\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b17.jpg\")
<\/td>\n![\"b18\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b18.jpg\")
<\/td>\n![\"b20\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b20.jpg\")
<\/td>\n![\"b22\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2009\/01\/b22.jpg\")
<\/td>\n{tab=\u06af\u0632\u0627\u0631\u0634\u0647\u0627}<\/p>\n
![\"j1\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2008\/11\/j1.png\")
<\/div>\n![\"j2\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2008\/11\/j2.png\")
<\/div>\n![\"j3\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2008\/11\/j3.png\")
<\/div>\n![\"j4\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2008\/11\/j4.png\")
<\/div>\n![\"j5\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2008\/11\/j5.png\")
\n
![\"j6\"](\"http:\/\/old.iiees.ac.ir\/fa\/wp-content\/uploads\/2008\/11\/j6.png\")
<\/div>\n{tab=\u0645\u0642\u0627\u0644\u0627\u062a}<\/p>\n
<\/p>\n
\u0631\u062f\u06cc\u0641<\/strong><\/td>\n| \u0639\u0646\u0648\u0627\u0646 \u0645\u0642\u0627\u0644\u0647<\/strong><\/td>\n | \u0645\u0624\u0644\u0641\u06cc\u0646<\/strong><\/td>\n<\/tr>\n<\/thead>\n\n | \u06f1<\/td>\n | A Stochastic Approach for Developing Seismic Fragility Functions of Structures<\/td>\n | \u06a9\u06cc\u0627\u0631\u0634 \u0646\u0627\u0635\u0631\u0627\u0633\u062f\u06cc\u060c \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc\u060c \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc\u060c \u0645\u062d\u0645\u062f\u0631\u0636\u0627 \u0630\u0648\u0627\u0644\u0641\u0642\u0627\u0631\u06cc<\/td>\n<\/tr>\n | \u06f2<\/td>\n | New Approaches for Non-Classically Damped System Eigenanalysis<\/td>\n | \u06a9\u0627\u0631\u0646 \u062e\u0627\u0646\u0644\u0631\u06cc\u060c \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc<\/td>\n<\/tr>\n | \u06f3<\/td>\n | Using Seismic Risk Models As a Tools for Risk Management<\/td>\n | \u06a9\u06cc\u0627\u0631\u0634 \u0646\u0627\u0635\u0631 \u0627\u0633\u062f\u06cc\u060c \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc<\/td>\n<\/tr>\n | \u06f4<\/td>\n | Studying the Behavior of Active Mass Drivers during an Earthquake using Discrete Instantaneous Optimal Control Method<\/td>\n | \u0627\u0645\u06cc\u062f \u0628\u0647\u0627\u0631\u060c \u0628\u0646\u0627\u0646\u060c \u0645\u062d\u0632\u0648\u0646<\/td>\n<\/tr>\n | \u06f5<\/td>\n | \u067e\u0627\u0631\u0627\u0645\u062a\u0631\u0647\u0627\u06cc \u0645\u0624\u062b\u0631 \u067e\u0627\u0633\u062e \u0633\u0627\u0632\u0647\u200c\u0647\u0627 \u062f\u0631 \u062d\u0631\u06a9\u0627\u062a \u0627\u0641\u0642\u06cc \u062d\u0648\u0632\u0647 \u0646\u0632\u062f\u06cc\u06a9 \u0645\u0646\u0628\u0639 \u0644\u0631\u0632\u0647\u200c\u0632\u0627<\/td>\n | \u0645\u062d\u0633\u0646 \u062a\u0647\u0631\u0627\u0646\u06cc \u0632\u0627\u062f\u0647\u060c \u0645\u062d\u0645\u062f\u0635\u0627\u0644\u062d \u0631\u062d\u06cc\u0645 \u0644\u0628\u0627\u0641\u200c\u0632\u0627\u062f\u0647<\/td>\n<\/tr>\n | \u06f6<\/td>\n | Behavior of Nonstructural Elements in the 2003 Bam, Iran, Earthquake<\/td>\n | \u0645\u062d\u0645\u0648\u062f \u062d\u0633\u06cc\u0646\u06cc<\/td>\n<\/tr>\n | \u06f7<\/td>\n | Behavior of Electrical and Mechanical Equipment in Buildings Subjected to Earthquakes<\/td>\n | \u0645\u062d\u0645\u0648\u062f \u062d\u0633\u06cc\u0646\u06cc<\/td>\n<\/tr>\n | \u06f8<\/td>\n | \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0628\u0627 \u062f\u0633\u062a\u0648\u0631\u0627\u0644\u0639\u0645\u0644 FEMA351<\/td>\n | \u0628\u0647\u0631\u062e \u062d\u0633\u06cc\u0646\u06cc \u0647\u0627\u0634\u0645\u06cc\u060c \u0633\u06cc\u062f\u0627\u0645\u06cc\u0631 \u063a\u0631\u06cc\u0628 \u0632\u0627\u062f\u0647<\/td>\n<\/tr>\n | \u06f9<\/td>\n | \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0639\u0645\u0644\u06a9\u0631\u062f \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc \u0628\u0627 \u0627\u0647\u0645\u06cc\u062a \u0632\u06cc\u0627\u062f \u0628\u0627 \u062f\u0633\u062a\u0648\u0631\u0627\u0644\u0639\u0645\u0644 \u0628\u0647\u0633\u0627\u0632\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc<\/td>\n | \u0628\u0647\u0631\u062e \u062d\u0633\u06cc\u0646\u06cc \u0647\u0627\u0634\u0645\u06cc\u060c \u0633\u06cc\u062f\u0627\u0645\u06cc\u0631 \u063a\u0631\u06cc\u0628 \u0632\u0627\u062f\u0647<\/td>\n<\/tr>\n | \u06f1\u06f0<\/td>\n | \u0645\u0639\u0631\u0641\u06cc \u062a\u0648\u0627\u0628\u0639 \u0631\u06cc\u0627\u0644\u06cc \u062e\u0633\u0627\u0631\u062a\u060c \u06a9\u0646\u062a\u0631\u0644 \u062e\u0633\u0627\u0631\u062a \u0648 \u062a\u0627\u0628\u0639 \u0647\u0632\u06cc\u0646\u0647\u200c\u0647\u0627 \u062c\u0647\u062a \u06a9\u0646\u062a\u0631\u0644 \u062e\u0633\u0627\u0631\u062a\u060c \u0628\u0627 \u0645\u0642\u0648\u0644\u0647 \u0627\u0642\u062a\u0635\u0627\u062f\u06cc \u062f\u0631 \u0645\u0628\u062d\u062b \u06a9\u0627\u0647\u0634 \u0635\u062f\u0645\u0627\u062a \u0645\u0627\u0644\u06cc \u0648 \u062c\u0627\u0646\u06cc \u062f\u0631 \u0628\u0647\u0633\u0627\u0632\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc<\/td>\n | \u0628\u0647\u0631\u062e \u062d\u0633\u06cc\u0646\u06cc \u0647\u0627\u0634\u0645\u06cc\u060c \u06a9\u0627\u0645\u0628\u06cc\u0632 \u062a\u06a9\u06cc\u0646<\/td>\n<\/tr>\n | \u06f1\u06f1<\/td>\n | \u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0631\u0641\u062a\u0627\u0631 \u0642\u0627\u0628\u0647\u0627\u06cc \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0634\u062f\u0647 \u0628\u0627 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628 \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0648 \u0628\u062f\u0648\u0646 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628<\/td>\n | \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645\u060c \u062d\u0645\u06cc\u062f\u0631\u0636\u0627 \u0641\u0631\u0634\u0686\u06cc<\/td>\n<\/tr>\n | \u06f1\u06f2<\/td>\n | \u0645\u0637\u0627\u0644\u0639\u0647 \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647\u06cc \u0631\u0641\u062a\u0627\u0631 \u0642\u0627\u0628\u0647\u0627\u06cc \u0645\u0647\u0627\u0631\u0628\u0646\u062f\u06cc \u0634\u062f\u0647 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628 \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u0648 \u0628\u062f\u0648\u0646 \u0645\u06cc\u0627\u0646\u0642\u0627\u0628<\/td>\n | \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645\u060c \u062d\u0645\u06cc\u062f\u0631\u0636\u0627 \u0641\u0631\u0634\u0686\u06cc<\/td>\n<\/tr>\n | \u06f1\u06f3<\/td>\n | Performance of Asymmetric Single Story Buildings Based on Different Configurations of Centers of Mass, Rigidity and Resistance<\/td>\n | \u0622\u0631\u0645\u06cc\u0646 \u0639\u0638\u06cc\u0645\u06cc \u0646\u0698\u0627\u062f\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f\u0645\u0642\u062f\u0645<\/td>\n<\/tr>\n | \u06f1\u06f4<\/td>\n | Behavior of Asymmetric Structures Subjected to One Directional Near filed Ground Motions<\/td>\n | \u0622\u0631\u0645\u06cc\u0646 \u0639\u0638\u06cc\u0645\u06cc \u0646\u0698\u0627\u062f\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n<\/tr>\n | \u06f1\u06f5<\/td>\n | Ground \u2013 Based Damage Statistics of Buildings that Survived the 2003 Bam, Iran, Earthquake<\/td>\n | \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n<\/tr>\n | \u06f1\u06f6<\/td>\n | \u0637\u06cc\u0641 \u0631\u0627\u0646\u0634\u060c \u0645\u0639\u06cc\u0627\u0631\u06cc \u0628\u0631\u0627\u06cc \u0628\u06cc\u0627\u0646 \u062a\u0642\u0627\u0636\u0627\u06cc \u0632\u0645\u06cc\u0646\u200c\u0644\u0631\u0632\u0647 \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0686\u0646\u062f \u0637\u0628\u0642\u0647<\/td>\n | \u0627\u0645\u06cc\u062f \u0632\u0631\u06cc\u0628\u0627\u0641\u06cc\u0627\u0646\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n<\/tr>\n | \u06f1\u06f7<\/td>\n | \u062a\u0648\u0632\u06cc\u0639 \u062e\u0633\u0627\u0631\u062a\u060c \u062c\u0630\u0628 \u0648 \u0627\u062a\u0644\u0627\u0641 \u0627\u0646\u0631\u0698\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u0631 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0645\u0633\u0644\u062d \u0642\u0627\u0628 \u062e\u0645\u0634\u06cc (MDOF)<\/td>\n | \u0628\u0647\u0646\u0648\u062f \u06af\u0646\u062c\u0648\u06cc\u060c \u062c\u0648\u0627\u062f \u0648\u0627\u062b\u0642\u06cc \u0627\u0645\u06cc\u0631\u06cc\u060c \u063a\u0644\u0627\u0645\u0631\u0636\u0627 \u0642\u062f\u0631\u062a\u06cc \u0627\u0645\u06cc\u0631\u06cc\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n<\/tr>\n | \u06f1\u06f8<\/td>\n | \u062a\u062d\u0644\u06cc\u0644 \u0627\u0633\u062a\u0627\u062a\u06cc\u06a9\u06cc \u063a\u06cc\u0631\u062e\u0637\u06cc \u0645\u0648\u062f\u0627\u0644 \u0628\u0631\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc\u06cc \u0628\u0627 \u067e\u0633\u200c\u0631\u0641\u062a\u06af\u06cc \u062f\u0631 \u0627\u0631\u062a\u0641\u0627\u0639<\/td>\n | \u0645\u062c\u06cc\u062f \u067e\u0648\u0631\u0639\u0628\u0627\u0633\u06cc\u060c \u0639\u0628\u062f\u0627\u0644\u0631\u0636\u0627 \u0633\u0631\u0648\u0642\u062f \u0645\u0642\u062f\u0645<\/td>\n<\/tr>\n | \u06f1\u06f9<\/td>\n | Two Particular Reasons for Improper Convergence in Time Integration of Nonlinear Semi-Discretized equations of Motion<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646<\/td>\n<\/tr>\n | \u06f2\u06f0<\/td>\n | A Common Reason of Improper Convergence in Time Integration of Nonlinear Semi \u2013 Discretized Equations of Motion<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646<\/td>\n<\/tr>\n | \u06f2\u06f1<\/td>\n | On Practical integration of Semi-discretized nonlinear equations of motion. Part 1: reasons for Proable instability and improper convergence<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646\u060c Peter Wriggers \u060c \u062c\u0645\u0634\u06cc\u062f \u0641\u0631\u062c\u0648\u062f\u06cc<\/td>\n<\/tr>\n | \u06f2\u06f2<\/td>\n | Time Integration of Nonlinear Equations of Motion Numerical Instability or Numerical Inconsistency?<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646\u060c Peter Wriggers \u060c \u062c\u0645\u0634\u06cc\u062f \u0641\u0631\u062c\u0648\u062f\u06cc<\/td>\n<\/tr>\n | \u06f2\u06f3<\/td>\n | \u062f\u0631 \u0628\u0627\u0628 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u062f\u0631 \u062a\u062d\u0644\u06cc\u0644\u0647\u0627\u06cc \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627 \u06f1- \u0639\u0644\u062a \u0627\u0635\u0644\u06cc \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u0646\u0627\u0645\u0646\u0627\u0633\u0628 \u062f\u0631 \u062a\u062d\u0644\u06cc\u0644 \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0645\u062f\u0644\u0647\u0627\u06cc \u063a\u06cc\u0631\u062e\u0637\u06cc \u0633\u06cc\u0633\u062a\u0645\u200c\u0647\u0627\u06cc \u0633\u0627\u0632\u0647\u200c\u0627\u06cc<\/td>\n | \u062c\u0645\u0634\u06cc\u062f \u0641\u0631\u062c\u0648\u062f\u06cc\u060c \u0633\u06cc\u062f\u0627\u062d\u0645\u062f \u0627\u0646\u0648\u0627\u0631\u060c \u0647\u0627\u0634\u0645 \u0645\u0647\u0631\u0622\u0630\u06cc\u0646\u060c \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646<\/td>\n<\/tr>\n | \u06f2\u06f4<\/td>\n | \u062f\u0631 \u0628\u0627\u0628 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u062f\u0631 \u062a\u062d\u0644\u06cc\u0644\u0647\u0627\u06cc \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u0639\u0644\u062a \u062e\u0627\u0635 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u0646\u0627\u0645\u0637\u0644\u0648\u0628 \u062f\u0631 \u062a\u062d\u0644\u06cc\u0644 \u06af\u0627\u0645 \u0628\u0647 \u06af\u0627\u0645 \u062a\u0648\u0633\u0637 \u0628\u0639\u0636\u06cc \u0631\u0648\u0634\u0647\u0627\u06cc \u0627\u0646\u062a\u06af\u0631\u0627\u0644\u200c\u06af\u06cc\u0631\u06cc<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646\u060c \u062c\u0645\u0634\u06cc\u062f \u0641\u0631\u062c\u0648\u062f\u06cc\u060c \u062e\u0633\u0631\u0648 \u0628\u0631\u06af\u06cc<\/td>\n<\/tr>\n | \u06f2\u06f5<\/td>\n | \u062f\u0631 \u0628\u0627\u0628 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u062f\u0631 \u062a\u062d\u0644\u06cc\u0644\u0647\u0627\u06cc \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627 \u06f3- \u0646\u0642\u0634 \u062a\u0648\u0627\u0646\u0627\u06cc\u06cc \u0633\u062e\u062a\u200c\u200c\u0627\u0641\u0632\u0627\u0631\u06cc \u062f\u0631 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u067e\u0627\u0633\u062e\u0647\u0627\u06cc \u062d\u0627\u0635\u0644 \u0627\u0632 \u0627\u0646\u062a\u06af\u0631\u0627\u0644\u200c\u06af\u06cc\u0631\u06cc \u06af\u0627\u0645 \u0628\u0647 \u06af\u0627\u0645<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646\u060c \u062c\u0645\u0634\u06cc\u062f \u0641\u0631\u062c\u0648\u062f\u06cc\u060c \u0633\u0647\u06cc\u0644 \u0645\u062d\u0645\u062f\u06cc\u060c \u0641\u06cc\u0627\u0636 \u0631\u062d\u06cc\u0645 \u0632\u0627\u062f\u0647 \u0631\u0641\u0648\u0626\u06cc<\/td>\n<\/tr>\n | \u06f2\u06f6<\/td>\n | \u062f\u0631 \u0628\u0627\u0628 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u062f\u0631 \u062a\u062d\u0644\u06cc\u0644\u0647\u0627\u06cc \u062f\u06cc\u0646\u0627\u0645\u06cc\u06a9\u06cc \u0633\u0627\u0632\u0647\u200c\u0647\u0627 \u06f4- \u0627\u0645\u06a9\u0627\u0646 \u0647\u0645\u06af\u0631\u0627\u06cc\u06cc \u067e\u0627\u0633\u062e\u0647\u0627\u06cc \u062d\u0627\u0635\u0644 \u0627\u0632 \u0627\u0646\u062a\u06af\u0631\u0627\u0644\u200c\u06af\u06cc\u0631\u06cc \u06af\u0627\u0645 \u0628\u0647 \u06af\u0627\u0645 \u0628\u0647 \u067e\u0627\u0633\u062e\u0647\u0627\u06cc \u063a\u06cc\u0631\u062f\u0642\u06cc\u0642<\/td>\n | \u0622\u0631\u0627\u0645 \u0633\u0631\u0648\u0634\u06cc\u0627\u0646\u060c \u062c\u0645\u0634\u06cc\u062f \u0641\u0631\u062c\u0648\u062f\u06cc\u060c \u0634\u0647\u0631\u0627\u0645 \u0648\u0647\u062f\u0627\u0646\u06cc<\/td>\n<\/tr>\n | \u06f2\u06f7<\/td>\n | \u0628\u06a9\u0627\u0631\u06af\u06cc\u0631\u06cc \u0636\u0631\u06cc\u0628 \u0645\u0634\u0627\u0631\u06a9\u062a \u062c\u0631\u0645\u06cc \u062f\u0631 \u062a\u0639\u06cc\u06cc\u0646 \u0645\u062d\u062f\u0648\u062f\u0647 \u063a\u06cc\u0631\u06a9\u0644\u0627\u0633\u06cc\u06a9 \u0633\u0627\u0632\u0647\u200c\u0647\u0627\u06cc \u062c\u062f\u0627\u0633\u0627\u0632\u06cc \u0634\u062f\u0647 \u062c\u0631\u0645\u06cc<\/td>\n | \u0634\u0647\u0631\u06cc\u0627\u0631 \u0637\u0627\u0648\u0648\u0633\u06cc \u062a\u0641\u0631\u0634\u06cc\u060c \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631\u060c \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc<\/td>\n<\/tr>\n | \u06f2\u06f8<\/td>\n | Arg-e-Bam (Bam Citadel) and Its History<\/td>\n | \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631\u060c \u062d\u0633\u06cc\u0646 \u0645\u0634\u06a9\u06cc\u060c \u0645\u062d\u0645\u0648\u062f\u0639\u0644\u06cc \u0645\u0631\u0648\u062a<\/td>\n<\/tr>\n | \u06f2\u06f9<\/td>\n | Mass Participation In Non-Classical Mass Isolated Systems<\/td>\n | \u0645\u0646\u0635\u0648\u0631 \u0636\u06cc\u0627\u06cc\u06cc\u200c\u0641\u0631\u060c \u0634\u0647\u0631\u06cc\u0627\u0631 \u0637\u0627\u0648\u0648\u0633\u06cc \u062a\u0641\u0631\u0634\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f0<\/td>\n | \u0628\u0631\u0631\u0633\u06cc \u067e\u0627\u0633\u062e \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0645\u062e\u0627\u0632\u0646 \u0627\u0633\u062a\u0648\u0627\u0646\u0647\u200c\u0627\u06cc \u0641\u0648\u0644\u0627\u062f\u06cc \u0645\u0647\u0627\u0631\u0646\u0634\u062f\u0647 \u062a\u062d\u062a \u0627\u062b\u0631 \u0645\u0624\u0644\u0641\u0647 \u0627\u0641\u0642\u06cc \u0632\u0644\u0632\u0644\u0647<\/td>\n | \u0645\u0633\u0639\u0648\u062f \u0646\u0648\u0631\u0639\u0644\u06cc \u0622\u0647\u0627\u0631\u06cc\u060c \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f1<\/td>\n | \u0628\u0631\u0631\u0633\u06cc \u0639\u0648\u0627\u0645\u0644 \u0645\u0624\u062b\u0631 \u0628\u0631 \u06a9\u0645\u0627\u0646\u0634 \u0645\u062e\u0627\u0632\u0646 \u0627\u0633\u062a\u0648\u0627\u0646\u0647\u200c\u0627\u06cc \u0645\u062d\u062a\u0648\u06cc \u0645\u0627\u06cc\u0639<\/td>\n | \u0645\u0647\u0631\u0627\u0646 \u0633\u06cc\u062f\u0631\u0632\u0627\u0642\u06cc\u060c \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f2<\/td>\n | \u0631\u0641\u062a\u0627\u0631 \u06cc\u06a9 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0622\u062c\u0631\u06cc \u063a\u06cc\u0631\u0645\u0633\u0644\u062d \u062a\u062d\u062a \u0627\u062b\u0631 \u0645\u0624\u0644\u0641\u0647\u200c\u0647\u0627\u06cc \u0627\u0641\u0642\u06cc \u0632\u0644\u0632\u0644\u0647 \u06f5 \u062f\u06cc\u0645\u0627\u0647 \u06f1\u06f3\u06f8\u06f2 \u0628\u0645 \u2013 \u0627\u06cc\u0631\u0627\u0646<\/td>\n | \u0645\u0647\u0646\u062f\u0633 \u062e\u0634\u0627\u06cc\u0627\u0631 \u067e\u0648\u0631\u0622\u0630\u06cc\u0646\u060c \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f3<\/td>\n | Performance of Industrial Facilities in the 2003 Bam, Iran, Earthquake<\/td>\n | \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc\u060c \u0645\u0647\u0631\u0627\u0646 \u0633\u06cc\u062f\u0631\u0632\u0627\u0642\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f4<\/td>\n | Performance of Essential Buildings in the 2003 Bam, Iran, Earthquake<\/td>\n | \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc\u060c \u06a9\u06cc\u0627\u0631\u0634 \u0646\u0627\u0635\u0631\u0627\u0633\u062f\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f5<\/td>\n | Performance of Transportation Systems in the 2003 Bam, Iran, Earthquake<\/td>\n | \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc\u060c \u0645\u0633\u0639\u0648\u062f \u0646\u0648\u0631\u0639\u0644\u06cc \u0622\u0647\u0627\u0631\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f6<\/td>\n | \u0631\u0641\u062a\u0627\u0631 \u06cc\u06a9 \u0633\u0627\u062e\u062a\u0645\u0627\u0646 \u0622\u062c\u0631\u06cc \u063a\u06cc\u0631\u0645\u0633\u0644\u062d \u062a\u062d\u062a \u0627\u062b\u0631 \u0645\u0624\u0644\u0641\u0647\u200c\u0647\u0627\u06cc \u0627\u0641\u0642\u06cc \u0632\u0644\u0632\u0644\u0647 \u06f5 \u062f\u06cc\u0645\u0627\u0647 \u06f1\u06f3\u06f8\u06f2 \u0628\u0645 \u2013 \u0627\u06cc\u0631\u0627\u0646<\/td>\n | \u062e\u0634\u0627\u06cc\u0627\u0631 \u067e\u0648\u0631\u0622\u0630\u06cc\u0646 \u2013 \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f7<\/td>\n | Identification of Modal Parameters of Classically Damped Linear Structures under Multi-Component Earthquake Loading<\/td>\n | \u0645\u0633\u0639\u0648\u062f \u0645\u062d\u0645\u0648\u062f\u0622\u0628\u0627\u062f\u06cc\u060c \u0645\u062d\u0633\u0646 \u063a\u0641\u0648\u0631\u06cc \u0622\u0634\u062a\u06cc\u0627\u0646\u06cc\u060c \u0645\u062d\u0645\u0648\u062f \u062d\u0633\u06cc\u0646\u06cc<\/td>\n<\/tr>\n | \u06f3\u06f8<\/td>\n | \u0628\u0631\u0631\u0633\u06cc \u062a\u062d\u0644\u06cc\u0644\u06cc \u0631\u0641\u062a\u0627\u0631 \u062f\u06cc\u0648\u0627\u0631 \u0622\u062c\u0631\u06cc \u063a\u06cc\u0631 \u0645\u0633\u0644\u062d<\/td>\n | \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc\u060c \u0633\u0631\u0648\u0634 \u0642\u062f\u0633<\/td>\n<\/tr>\n | \u06f3\u06f9<\/td>\n | \u0627\u0631\u0632\u06cc\u0627\u0628\u06cc \u0638\u0631\u0641\u06cc\u062a \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0628\u0631\u0634\u06cc \u062f\u0631 \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u063a\u06cc\u0631\u0645\u0633\u0644\u062d \u0637\u0631\u0627\u062d\u06cc \u0634\u062f\u0647 \u0628\u0631\u0627\u0633\u0627\u0633 \u0627\u0633\u062a\u0627\u0646\u062f\u0627\u0631\u062f \u06f2\u06f8\u06f0\u06f0<\/td>\n | \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/td>\n<\/tr>\n | \u06f4\u06f0<\/td>\n | \u0631\u0641\u062a\u0627\u0631 \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u0633\u0627\u062e\u062a\u0645\u0627\u0646\u0647\u0627\u06cc \u0628\u062a\u0646\u06cc \u0645\u0642\u0627\u0648\u0645 \u0634\u062f\u0647 \u0628\u0627 \u0645\u06cc\u0631\u0627\u06af\u0631\u0647\u0627\u06cc \u0641\u0644\u0632\u06cc \u062c\u0627\u0631\u06cc \u0634\u0648\u0646\u062f\u0647<\/td>\n | \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc\u060c \u0645\u0647\u0631\u062a\u0627\u0634 \u0645\u0639\u062a\u0645\u062f\u06cc<\/td>\n<\/tr>\n | \u06f4\u06f1<\/td>\n | National Program for Natural Hazards Reduction in Iran<\/td>\n | \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc<\/td>\n<\/tr>\n | \u06f4\u06f2<\/td>\n | \u0628\u0631\u0631\u0633\u06cc \u062a\u062d\u0644\u06cc\u0644\u06cc \u0631\u0641\u062a\u0627\u0631 \u062f\u06cc\u0648\u0627\u0631 \u0622\u062c\u0631\u06cc \u062a\u0642\u0648\u06cc\u062a \u0634\u062f\u0647 \u0628\u0627 \u0634\u0628\u06a9\u0647 \u0622\u0631\u0645\u0627\u062a\u0648\u0631 \u0648 \u0634\u0627\u062a\u06a9\u0631\u06cc\u062a<\/td>\n | \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc\u060c \u0633\u0631\u0648\u0634 \u0642\u062f\u0633<\/td>\n<\/tr>\n | \u06f4\u06f3<\/td>\n | \u0645\u062f\u0644\u0633\u0627\u0632\u06cc \u062f\u0631\u0648\u0646 \u0635\u0641\u062d\u0647\u200c\u0627\u06cc \u062f\u06cc\u0648\u0627\u0631\u0647\u0627\u06cc \u0645\u0635\u0627\u0644\u062d \u0628\u0646\u0627\u06cc\u06cc \u063a\u06cc\u0631\u0645\u0633\u0644\u062d<\/td>\n | \u0641\u0631\u06cc\u0628\u0631\u0632 \u0646\u0627\u0637\u0642\u06cc \u0627\u0644\u0647\u06cc\u060c \u0641\u0631\u0627\u0645\u0631\u0632 \u0639\u0627\u0644\u0645\u06cc<\/td>\n<\/tr>\n | \u06f4\u06f4<\/td>\n | \u0628\u0631\u0631\u0633\u06cc \u0627\u062b\u0631 \u0637\u0648\u0644 \u0646\u0634\u06cc\u0645\u0646\u06af\u0627\u0647 \u062f\u0631 \u0637\u0631\u0627\u062d\u06cc \u0644\u0631\u0632\u0647\u200c\u0627\u06cc \u067e\u0644\u0647\u0627<\/td>\n | \u0645\u0647\u062f\u06cc \u067e\u0648\u0631\u0646\u062f\u0627\u0641 \u062d\u0642\u06cc\u060c \u0627\u06a9\u0628\u0631 \u0648\u0627\u062b\u0642\u06cc\u060c \u0633\u0627\u0633\u0627\u0646 \u0639\u0634\u0642\u06cc<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n | {\/tabs}<\/p>\n","protected":false},"excerpt":{"rendered":" {tab=\u06a9\u062a\u0627\u0628\u0647\u0627} \u0646\u0627\u0645 \u06a9\u062a\u0627\u0628 \u0646\u0648\u06cc\u0633\u0646\u062f\u0647 \u06cc\u0627 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