题名: |
Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates. I: Deterioration Model Development |
其他题名: |
AISC.(2010)."Seismic provisions for structural steel buildings."ANSI/AISC 341-10,Chicago. |
正文语种: |
英文 |
作者: |
Ronny Purba |
关键词: |
Seismic performance;Steel plate shear walls;Deterioration and failure modes;Deterioration model;Collapse potential;Infill plates design;FEMA P695 methodology;Seismic effects |
摘要: |
Research was conducted to investigate the seismic performance of steel plate shear walls (SPSWs) having infill plates designed to resist different percentages of the applied lateral loads. The FEMA P695 methodology, which defines the performance in terms of collapse potential under maximum considered earthquake (MCE) ground motions, was used to compare the performance of the SPSWs under consideration. This paper describes the development of component strength deterioration models that are needed to perform the collapse assessment of SPSWs, focusing on stress-strain or force-deformation relationships for infill plates and boundary elements. The approach began with identifying the deterioration and failures modes of SPSW from 36 tested specimens. Cyclic deformation capacities of these SPSWs when reaching their ultimate strength, failure points, and rates of degradation were statistically quantified. Based on these statistical results, initial deterioration models for SPSW components were developed in a format compatible for use with the FEMA P695 procedures. The chosen deteriorated material models for infill plates and boundary elements were calibrated to four selected SPSW specimens varying from one to four stories. A companion paper presents the steps and results of the seismic performance assessments. |
出版年: |
2015 |
论文唯一标识: |
P-26Y2015V141N06013 |
英文栏目名称: |
Technical Papers |
doi: |
10.1061/(ASCE)ST.1943-541X.0001098 |
期刊名称: |
Journal of Structural Engineering |
拼音刊名(出版物代码): |
P-26 |
卷: |
141 |
期: |
06 |
页码: |
134-145 |