静安紫苑工程结构设计
- 摘 要
-
(上海现代建筑设计集团有限公司， 上海 200041)[摘要] 本文根据上海某结构平面立面均不规则，同时高位转换的复杂超限高层的项目设计。详细介绍了该工程的具体概况，设计依据，结构设计标准，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的相关技术措施和相应采用的计算分析方法，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。[关键词] 高位转换； 部分框支剪力墙结构； 抗震性能设计中图分类号：TU318 文献标识码：A 文章编号：1002-848X(2013)S2-0251-04作者简介：倪旭军，本科，工程师，Email：x982563@126.com。JinAn ZhiYuan Engineering structure designNi Xujun(Shanghai Xian Dai Architectural Design (Group) Co. , Ltd. , Shanghai 200041,China)Abstract: According to a flat facade in Shanghai with 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.Keywords: High conversion structure, frame-support wall structure, seismic performance design
