会议专题

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

2011 International Conference on Vibration,Structural Engineering and Measurement(2011年振动、结构工程与测量国际会议 ICVSEM 2011)

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)