结构性能设计及NSP法的研究综述  

A Research Summarization on Structural Performance Design and NSP Method

作　　者：金玉杰[1] 隋莉莉[2] 

机构地区：[1]吉林建筑工程学院土木工程学院,吉林长春130018 [2]深圳大学建筑与土木工程学院,广东深圳518060

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

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.

关 键 词：抗震设计 结构性能设计 NSP法 

分 类 号：TU318[建筑科学—结构工程]