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\u2022\t\u06a9\u0627\u0631\u0634\u0646\u0627\u0633\u06cc \u0648 \u0637\u0631\u0627\u062d\u06cc \u067e\u0631\u0648\u0698\u0647 \u0647\u0627\u06cc \u062f\u0631\u06cc\u0627\u06cc\u06cc\u060c \u0634\u0631\u06a9\u062a \u0645\u0647\u0646\u062f\u0633\u06cc\u0646 \u0645\u0634\u0627\u0648\u0631 \u0633\u0627\u062d\u0644\u060c \u0642\u0631\u0628 \u0646\u0648\u062d\u060c \u0642\u0631\u0627\u0631\u06af\u0627\u0647 \u062e\u0627\u062a\u0645 \u0627\u0644\u0627\u0646\u0628\u06cc\u0627\u0621 (\u0635) (\u0647\u0645\u06a9\u0627\u0631\u06cc \u067e\u0627\u0631\u0647 \u0648\u0642\u062a \u06f1\u06f3\u06f8\u06f5 \u062a\u0627 \u06f1\u06f3\u06f8\u06f8)
\u2022\t\u0645\u062d\u0642\u0642\u060c \u062f\u0641\u062a\u0631 \u067e\u0698\u0648\u0647\u0634 \u0648 \u062a\u062d\u0642\u06cc\u0642\u0627\u062a \u0639\u0644\u0645\u06cc \u0634\u0631\u06a9\u062a \u0622\u0632\u0645\u0627\u06cc\u0634\u06af\u0627\u0647 \u0641\u0646\u06cc \u0648 \u0645\u06a9\u0627\u0646\u06cc\u06a9 \u062e\u0627\u06a9 \u0648\u0632\u0627\u0631\u062a \u0631\u0627\u0647 \u0648 \u062a\u0631\u0627\u0628\u0631\u06cc\u060c (\u0647\u0645\u06a9\u0627\u0631\u06cc \u067e\u0627\u0631\u0647 \u0648\u0642\u062a \u06f1\u06f3\u06f8\u06f4 \u062a\u0627 \u06f1\u06f3\u06f8\u06f5)
\u2022\t\u06a9\u0627\u0631\u0634\u0646\u0627\u0633 \u0698\u0626\u0648\u062a\u06a9\u0646\u06cc\u06a9 \u0648 \u0637\u0631\u062d\u0647\u0627\u06cc \u0646\u0648\u0633\u0627\u0632\u06cc \u0628\u0627\u0641\u062a\u0647\u0627\u06cc \u0641\u0631\u0633\u0648\u062f\u0647\u060c \u0633\u0627\u0632\u0645\u0627\u0646 \u0646\u0648\u0633\u0627\u0632\u06cc \u0634\u0647\u0631 \u062a\u0647\u0631\u0627\u0646\u060c (\u0647\u0645\u06a9\u0627\u0631\u06cc \u067e\u0627\u0631\u0647 \u0648\u0642\u062a \u06f1\u06f3\u06f8\u06f2 \u062a\u0627 \u06f1\u06f3\u06f8\u06f4)<\/p>\n\u0633\u0648\u0627\u0628\u0642 \u0645\u0647\u0646\u062f\u0633\u06cc- \u0645\u0634\u0627\u0648\u0631\u0647\u200c\u0627\u06cc:<\/strong>
\u2022\t\u0647\u0645\u06a9\u0627\u0631\u06cc \u0628\u0627 \u06af\u0631\u0648\u0647 \u0637\u0631\u0627\u062d\u06cc \u0628\u0646\u062f\u0631 \u0634\u0647\u06cc\u062f \u0631\u062c\u0627\u06cc\u06cc \u0628\u0646\u062f\u0631\u0639\u0628\u0627\u0633
\u2022\t\u0647\u0645\u06a9\u0627\u0631\u06cc \u0628\u0627 \u06af\u0631\u0648\u0647 \u0637\u0631\u0627\u062d\u06cc \u0627\u0633\u06a9\u0644\u0647 \u0647\u0627 \u0648 \u0645\u0648\u062c \u0634\u06a9\u0646 \u067e\u0631\u0648\u0698\u0647 \u06af\u0627\u0632 \u0645\u0627\u06cc\u0639 LNG \u062a\u0646\u0628\u06a9
\u2022\t\u0647\u0645\u06a9\u0627\u0631\u06cc \u0628\u0627 \u06af\u0631\u0648\u0647 \u0637\u0631\u0627\u062d\u06cc \u067e\u0631\u0648\u0698\u0647 \u0627\u0646\u0628\u0627\u0631 \u06af\u0648\u06af\u0631\u062f \u0628\u0646\u062f\u0631 \u062e\u062f\u0645\u0627\u062a\u06cc \u0639\u0633\u0644\u0648\u06cc\u0647<\/p>\n\u0639\u0636\u0648\u06cc\u062a\u200c\u0647\u0627 \u062f\u0631 \u0627\u0646\u062c\u0645\u0646\u200c\u0647\u0627 \u0648 \u0645\u062c\u0627\u0645\u0639 \u0639\u0644\u0645\u06cc
\u2022\t\u0639\u0636\u0648 \u0627\u0646\u062c\u0645\u0646 \u0698\u0626\u0648\u062a\u06a9\u0646\u06cc\u06a9 \u0627\u06cc\u0631\u0627\u0646
\u2022\t\u0639\u0636\u0648 \u06a9\u0645\u06cc\u062a\u0647 \u062a\u062e\u0635\u0635\u06cc \u0622\u0646\u0627\u0644\u06cc\u0632 \u0633\u062f\u0647\u0627\u06cc \u062e\u0627\u06a9\u06cc \u06a9\u0645\u06cc\u062a\u0647 \u0645\u0644\u06cc \u0633\u062f\u0647\u0627\u06cc \u0628\u0644\u0646\u062f \u0627\u06cc\u0631\u0627\u0646 (IRCOLD)<\/p>\n
<\/p>\n
\u0628\u0631\u06af\u0632\u06cc\u062f\u0647 \u0622\u062b\u0627\u0631 \u0645\u0646\u062a\u0634\u0631\u0647<\/strong><\/p>\n\u0645\u062c\u0644\u0627\u062a<\/strong>
\u2022\tJafarian Y., Towhata I., Baziar M.H., Noorzad A., and Bahmanpour A. (2012), “STRAIN ENERGY BASED EVALUATION OF LIQUEFACTION AND RESIDUAL PORE WATER PRESSURE IN SANDS USING CYCLIC TORSIONAL SHEAR EXPERIMENTS”, Soil Dynamics and Earthquake Engineering (2012), Volume 35, April 2012, Pages 13-28
\u2022\tGhorbani A., Jafarian Y., Maghsoudi M.S. (2012), “ESTIMATING SHEAR WAVE VELOCITY OF SOIL DEPOSITS USING POLYNOMIAL NEURAL NETWORKS: APPLICATION TO LIQUEFACTION”, Computers & Geosciences, Volume 44, July 2012, Pages 86-94
\u2022\tBaziar M.H., Rezaei Pour H., Jafarian Y. (2012), “DECOUPLED SOLUTION FOR SEISMIC PERMANENT DISPLACEMENT OF EARTH SLOPES USING DEFORMATION-DEPENDENT YIELD ACCELERATION”, Journal of Earthquake Engineering, 16:917-936
\u2022\tJafarian Y., Sadeghi Abdollahi A., Vakili R., Baziar M.H., Noorzad A. (2011), “ON THE EFFICIENCY AND PREDICTABILITY OF STRAIN ENERGY FOR THE EVALUATION OF LIQUEFACTION POTENTIAL: A NUMERICAL STUDY”, Computers and Geotechnics 38 (2011) 800-808.
\u2022\tBaziar M. H., Jafarian Y., Shahnazari H., Movahed V., Tutunchian M. A. (2011), “PREDICTION OF STRAIN ENERGY-BASED LIQUEFACTION RESISTANCE OF SAND-SILT MIXTURES: AN EVOLUTIONARY APPROACH”, Computers & Geosciences, 37 (2011) 1883-1893.
\u2022\tJafarian Y., Baziar M.H., Rezania M., Javadi A.A. (2011), “PROBABILISTIC EVALUATION OF SEISMIC LIQUEFACTION POTENTIAL IN FIELD CONDITIONS; A KINETIC ENERGY APPROACH”, Engineering Computations: International Journal for Computer-Aided Engineering and Software Vol. 28 No. 6, pp. 675-700
\u2022\tJafarian Y., Sadeghi Abdollahi A., Vakili R., Baziar M. H. (2010), “PROBABILISTIC CORRELATION BETWEEN LABORATORY AND FIELD LIQUEFACTION POTENTIALS USING RELATIVE STATE PARAMETER INDEX (\u03beR)”, Soil Dynamics and Earthquake Engineering, 30 (10), 1061-1072.
\u2022\tJafarian Y., Kermani E., and Baziar M. H. (2010), “EMPIRICAL PREDICTIVE MODEL FOR THE vmax\/amax RATIO OF STRONG GROUND MOTIONS USING GENETIC PROGRAMMING”, Computers & Geosciences, 36 (2010) 1523-1531.
\u2022\tKermani E., and Jafarian Y., Baziar M. H. (2009), “NEW PREDICTIVE MODELS FOR THE vmax\/amax RATIO OF STRONG GROUND MOTIONS USING GENETIC PROGRAMMING”, International Journal of Civil Engineering, 7 (4) 236-247.
\u2022\tBaziar M. H. and Jafarian Y. (2007), “ASSESSMENT OF LIQUEFACTION TRIGGERING USING STRAIN ENERGY CONCEPT AND ANN MODEL; CAPACITY ENERGY”, Soil Dynamics and Earthquake Engineering, 27 (2007) 1056-1072.
\u2022\tVakili R., Sadeghi Abdollahi A., Jafarian Y., Baziar M. H., (2009). “EVALUATING CONSERVATISM OF SPT-BASED SIMPLIFIED LIQUEFACTION PROCEDURES USING LABORATORY AND FIELD EVIDENCES”, Electronic Journal of Geotechnical Engineering, Vol. 14.
\u2022\tJafarian Y., Alielahi H., Sadeghi Abdollahi A., Vakili R., (2010). “SEISMIC NUMERICAL SIMULATION OF BREAKWATER ON A LIQUEFIABLE LAYER: IRAN LNG PORT”, Electronic Journal of Geotechnical Engineering, Vol. 13.<\/p>\n\u06a9\u0646\u0641\u0631\u0627\u0646\u0633\u0647\u0627<\/strong><\/p>\n\u2022\tJafarian Y., Baziar M. H., Sadeghi Abdollahi A., Vakili R., (2010). “PROBABILISTIC EVALUATION OF FIELD LIQUEFACTION POTENTIAL USING RELATIVE STATE PARAMETER INDEX”, Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor I.M. Idriss, May 24-29, 2010, San Diego California.
\u2022\tJafarian Y., Vakili R., Sadeghi A. R., Sharafi H., and Baziar M. H., (2008), “A NEW SIMPLIFIED CRITERION FOR THE ASSESSMENT OF FIELD LIQUEFACTION POTENTIAL BASED ON DISSIPATED KINETIC ENERGY”, The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China.
\u2022\tNabili S., Jafarian Y. and Baziar M. H., (2008), “A NUMERICAL MODELING PROCEDURE FOR LIQUEFACTION ANALYSIS OF A CENTRIFUGE TEST”, 6th International Conference on Case histories in Geotechnical Engineering and symposium in honor of professor James k. Mitchell, Arlington, VA (USA)-August 11-16, 2008.
\u2022\tNabili S., Jafarian Y., and Baziar M. H., (2008), “SEISMIC PORE WATER PRESSURE GENERATION MODELS: NUMERICAL EVALUATION AND COMPARISON”, The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China.
\u2022\tBaziar M. H. and Jafarian Y., (2004), “THE MINIMUM SAFE DISTANCES BETWEEN SLOPES AND STRUCTURES”, Proceeding of the International Conference on Geotechnical Engineering (ICGE-2004), Sharjah, UAE, 3-6 October 2004, Paper No. ICGE-155.
\u2022\tJafarian Y. and Baziar M. H., (2005), “APPLICATION OF SINUSOIDAL PULSES INSTEAD OF ACCELERATION RECORDS IN NEWMARK SLIDING BLOCK METHOD”, 11th International Association for Computer Method and Advances in Geomechanics (IACMAG), Turin, 19-24 June 2005.
\u2022\tBaziar M. H. and Jafarian Y., (2006), “ASSESSMENT OF EARTH DAMS DISPLACEMENTS DURING EARTHQUAKE USING NEWMARK AND DECOUPLED APPROACHES”, First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC), Geneva, Switzerland, 3-8 September 2006, Paper Number: 1054.
\u2022\tGhodrati Amiri G., Rokneddin K., Karimpour M. F., Jafarian Y. and Razavian Amrei S. A., (2006), “SEISMIC HAZARD ASSESSMENT OF SOUTHERN IRAN DRY DOCKS”, First European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC), Geneva, Switzerland, 3-8 September 2006, Paper Number: 788.
\u2022\tNoorzad A., Karimpour M. F., Jafarian Y. M., Rokneddin K., (2007), “MITIGATION OF EARTHQUAKE INDUCED LIQUEFACTION HAZARDS, A CASE STUDY: BANDAR ABBAS DRY DOCK PROJECT”, 4th International Conference on Earthquake Geotechnical Engineering, June 25-28, 2007, Greece, Paper No. 1508.
\u2022\tKermani E., Jafarian Y., Baziar M. H., “A NEW ATTENUATION MODEL FOR PEAK GROUND ACCELERATION IN SOIL SITES USING GENETIC PROGRAMMING”, 2nd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, 28-30 May 2009, Near East University, Nicosia, North Cyprus<\/p>\n
<\/p>\n","protected":false},"excerpt":{"rendered":"
\u06cc\u0627\u0633\u0631 \u062c\u0639\u0641\u0631\u06cc\u0627\u0646 \u0633\u0645\u062a: \u0639\u0636\u0648 \u0647\u06cc\u0626\u062a \u0639\u0644\u0645\u06cc \u0646\u0634\u0627\u0646\u06cc \u0627\u0644\u06a9\u062a\u0631\u0648\u0646\u06cc\u06a9: yjafarianm@iiees.ac.ir \u0634\u0631\u0648\u0639 \u0647\u0645\u06a9\u0627\u0631\u06cc \u0628\u0627 \u067e\u0698\u0648\u0647\u0634\u06af\u0627\u0647: \u06f1\u06f3\u06f9\u06f1 \u062a\u062d\u0635\u06cc\u0644\u0627\u062a:\u2022 \u062f\u06a9\u062a\u0631\u06cc \u0645\u0647\u0646\u062f\u0633\u06cc \u0639\u0645\u0631\u0627\u0646 \u06af\u0631\u0627\u06cc\u0634 \u062e\u0627\u06a9 \u0648 \u067e\u06cc\u060c \u062f\u0627\u0646\u0634\u06af\u0627\u0647 \u0639\u0644\u0645 \u0648 \u0635\u0646\u0639\u062a \u0627\u062f\u0627\u0645\u0647 \u2026<\/span><\/p>\n","protected":false},"author":1,"featured_media":5927,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[65],"tags":[],"class_list":["post-5928","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-1387-10-23-10-46-17"],"_links":{"self":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts\/5928","targetHints":{"allow":["GET"]}}],"collection":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/types\/post"}],"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=5928"}],"version-history":[{"count":1,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts\/5928\/revisions"}],"predecessor-version":[{"id":35721,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/posts\/5928\/revisions\/35721"}],"wp:featuredmedia":[{"embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/media\/5927"}],"wp:attachment":[{"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/media?parent=5928"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/categories?post=5928"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/old.iiees.ac.ir\/fa\/wp-json\/wp\/v2\/tags?post=5928"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
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