摘要
对我国现行的桥梁抗震设计方法进行了分析,并对基于性能的抗震设计方法的理论进行了阐述,最后分析比较了我国现行桥梁抗震设计方法与基于性能的抗震设计方法,为完善桥梁抗震设计方法提供理论依据。
The seismic design approaches in current bridge codes used in China are analyzed, besides the performance-based seismic design approaches are elaborated on. In the end the seismic design approaches in current Chinese bridge codes and performance-based seismic design approaches are comparatively analyzed in order to provide theoretical references for seismic design approaches in bridges.
出处
《山西建筑》
2009年第13期294-295,共2页
Shanxi Architecture
关键词
基于性能
桥梁抗震设计
目标性能
performance-based, seismic design in bridges, performance objectives
