A Pseudo-space Model of Steel Staggered Truss System
A pseudo-space model as a new model of Steel Staggered Truss System was proposed to assess the transverse seismic performance of the structure. Modal analysis and pushover analysis were performed on the space model and the pseudo-space model of SSTS with SAP2000. Through comparing the results of models, it showed that the pseudo-space model reflected the lateral force characteristics of the original structure, and could simulate the stress mechanism of the structure under transverse seismic.
Pseudo-space model Modal analysis Pushover analysis Stress mechanism
Xiaojuan Li
Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang, 312000, China Geotechnical Research Institute, Hohai University, Nanjing, Jiangsu, 210098, China
国际会议
上海
英文
990-993
2011-10-21(万方平台首次上网日期,不代表论文的发表时间)