山西省图书馆抗震设计  

Seismic Design for Shanxi Province Library

作　　者：陆余年[1] 王连青[1] 

机构地区：[1]现代设计集团上海建筑设计研究院有限公司,上海200041

出　　处：《建筑结构》2009年第S1期573-576,共4页Building Structure

摘　　要：山西省图书馆为复杂超限高层建筑,介绍了该建筑抗震结构设计的主要措施、计算方法以及为改善动力性能及提高耗能机制设置屈曲支撑的情况,并对屈曲支撑的原理及优点进行了阐述。采用弹塑性时程分析方法对该结构的塑性开展及倒塌机制进行了全过程分析。Shanxi Province Library is one of out of codes high-rise buildings.This paper presents some measures and structural calculations for this complex building.Then buckling brace is applied in order to improve the seismic performance and energy dissipation mechanism,which is detailed for its advantages in followed chapters.At last elasticplastic time-history analysis was operated,which acquired the plastic developing process and the collapse of the way through the whole process of analysis.

关 键 词：超限高层建筑 屈曲支撑 弹塑性时程分析 

分 类 号：TU973.31[建筑科学—结构工程]