The Design Spectrum Curve of Seismic Performance for Reinforced Concrete Structure

被引:0
作者
Liang, Xingwen [1 ]
Tong, Yuesheng [1 ]
Xin, Li [1 ]
机构
[1] Xian Univ Arch & Tech, China Educ Minist, Key Lab Struct Engn & Earthquake Resistance, Xian 710055, Peoples R China
来源
ADVANCES IN CONCRETE AND STRUCTURES | 2009年 / 400-402卷
关键词
performance-based seismic design; earthquake action; lateral displacement; design spectrum curve; BUILDINGS;
D O I
10.4028/www.scientific.net/KEM.400-402.731
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The performance-based seismic design of structure is in a research and development situation. A method is proposed in this paper to adapt the present demand. This method is based on the current Chinese code for seismic design of buildings. In design process, the earthquake action and lateral displacement are considered, and thus the design spectrum curve for equivalent single degree of freedom system is established. Thus the performances of structure at different earthquake levels are obtained and checked to satisfy the design requirements. After accomplishment of design, an elasto-plastic static analysis of structure may be conducted to fully examine its performance.
引用
收藏
页码:731 / 736
页数:6
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