建筑结构

2013, v.43(S2) 251-254

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静安紫苑工程结构设计
Structure design on JingAn ZiYuan Engineering

倪旭军;
Ni Xujun;Shanghai Xian Dai Architectural Design (Group) Co.,Ltd.;

摘要(Abstract):

上海某结构为平面、立面均不规则同时进行高位转换的复杂超限高层的项目。详细介绍了该工程的具体概况、设计依据、结构设计标准及其结构超限的抗震设计,针对工程具体情况,结合规范要求采取相应的技术措施和合适的计算分析方法,以及结合本工程特点采取的型钢框支转换梁与框支柱的节点设计。
A flat facade in Shanghai was an irregular structure,and high conversion of transfinite complex high-rise project design.The general situations of the project specific,design basis,design standard,the seismic design of structure were introduced.In view of the engineering specification requirements details combined with related technical measures and the corresponding calculation method,and combining with the engineering characteristics of steel box transfer beam and frame pillar node design.

关键词(KeyWords): 高位转换;部分框支剪力墙结构;抗震性能设计
high conversion structure;frame-support wall structure;seismic performance design

Abstract:

Keywords:

基金项目(Foundation):

作者(Author): 倪旭军;
Ni Xujun;Shanghai Xian Dai Architectural Design (Group) Co.,Ltd.;

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DOI: 10.19701/j.jzjg.2013.s2.059

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