z-logo
open-access-imgOpen Access
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. 

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here