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گواهی نمایه سازی مقاله Verification of Consecutive Modal Pushover Procedure for Estimating the Seismic Performances of Steel Plate Shear Walls

عنوان مقاله: Verification of Consecutive Modal Pushover Procedure for Estimating the Seismic Performances of Steel Plate Shear Walls
شناسه (COI) مقاله: JR_UJRSET-4-2_008
منتشر شده در فصلنامه پژوهش در علوم، مهندسی و تکنولوژی در سال ۱۳۹۵
مشخصات نویسندگان مقاله:

Babak Behforouz - Department of Civil Engineering, Dehaghan Branch, Islamic Azad University, Dehaghan, Iran
Behnam Zehtab - Department of Civil Engineering, Shahid Rajaee Teacher Training University, Tehran, Iran
Parham Memarzadeh - Department of Civil Engineering, Najafabad Branch, Islamic Azad University, Najafabad, Iran

خلاصه مقاله:
In this paper, we evaluated seismic performance properties of steel plate shear wall (SPSW)using Consecutive Modal Pushover Procedure (CMPP). This method is performed on 3, 6and 9-story SPSW frames subjected to seven earthquake records which are scaled accordingto ASCE/SEI 7-05 provisions. We conducted nonlinear time history analysis (THA) to verifyextracted outputs. The SPSW models indicate a relatively accurate estimation in nonlinearstory drift and story displacement response of pushover procedures compared to that of theTHA with respect to responses like shear story; while, in the high-rise model in specific, thedeformation parameters are more accurate through an increase in the height of the models.

کلمات کلیدی:
Steel plate shear wall;nonlinear time history analysis;Consecutive Modal PushoverProcedure;Story shear;drift

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-JR_UJRSET-JR_UJRSET-4-2_008.html