摘要
传统抗震设计方法发现,地震造成巨大经济损失的主要原因是建筑物功能遭到破坏,基于性能的抗震设计理论保证了在地震作用下结构的安全目标和抗震目标,本文综述了基于性能设计及非线性静力分析方法的理论研究与应用。
Traditional seismic design method is found that the main reason of the immense economical loss made by earthquake is that the destroy for the function of Buildings is undergone.Structural safety and seismic objectives based-on performance seismic design theory are ensured under the earthquake action.A theoretical study and application is summarized based-on performance design and non-lineal Statistic Analytical methods in this paper.
出处
《吉林工程技术师范学院学报》
2011年第9期67-69,共3页
Journal of Jilin Engineering Normal University
关键词
抗震设计
结构性能设计
NSP法
seismic design
structural performance design
NSP method