
Verification of Consecutive Modal Pushover Procedure for Estimating the Seismic Performances of Steel Plate Shear Walls
Author(s) -
Babak Behforouz,
Behnam Zehtab,
Parham Memarzadeh
Publication year - 2019
Publication title -
journal of research in science, engineering and technology
Language(s) - English
Resource type - Journals
ISSN - 2693-8464
DOI - 10.24200/jrset.vol4iss03pp46-51
Subject(s) - structural engineering , steel plate shear wall , modal , shear wall , nonlinear system , shear (geology) , displacement (psychology) , geology , deformation (meteorology) , incremental dynamic analysis , seismic analysis , geotechnical engineering , engineering , materials science , composite material , physics , petrology , psychology , quantum mechanics , psychotherapist , oceanography
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, 6 and 9-story SPSW frames subjected to seven earthquake records which are scaled according to ASCE/SEI 7-05 provisions. We conducted nonlinear time history analysis (THA) to verify extracted outputs. The SPSW models indicate a relatively accurate estimation in nonlinear story drift and story displacement response of pushover procedures compared to that of the THA with respect to responses like shear story; while, in the high-rise model in specific, the deformation parameters are more accurate through an increase in the height of the models.