基于冗余度理论的建筑抗震设计方法研究  

Research on Seismic Design Method of Buildings Based on Redundancy Theory

作　　者：毋剑平[1] 焦赞 罗开海[1] Wu Jian-ping;Jiao Zan;Luo Kai-hai(China Academy of Building Research, Beijing 100013, China)

机构地区：[1]中国建筑科学研究院,北京100013

出　　处：《工程抗震与加固改造》2018年第2期50-54,共5页Earthquake Resistant Engineering and Retrofitting

基　　金：建筑安全与环境国家重点实验室基金项目

摘　　要：基于建筑抗震冗余度的基本内涵,从建筑结构布局和构件截面的承载力设计两个方面对基于冗余度理论的建筑抗震设计方法进行了全面的论述。本文研究的基于冗余度理论的建筑抗震设计方法是对现行规范的有益补充和完善,可供工程设计人员和相关的科研工作者参考使用。Based on the basic connotation of building seismic redundancy,the method of seismic design of buildings based on the redundancy theory is discussed from the two aspects of the achitecture and structure layout and bearing capacity design of member section. The method of building seismic design based on redundancy theory presented in this paper is a useful complement to the existing norms,which can be referenced by engineers and researchers.

关 键 词：冗余度 建筑抗震 建筑结构布局 承载力设计 

分 类 号：TU352[建筑科学—结构工程]