韩丽君¹，  陈  雷¹，  尹华钢¹，  王飞宇²
   （1 深圳市筑博工程设计有限公司北京分公司，北京 100013；2 北京天润建设公司，北京 100013）

[摘要] 结合某悬挂结构工程，采用SAP2000有限元程序对斜交网格核心筒+中心支撑框架悬挂结构体系进行分析。对比分析中心支撑及斜交网格抵抗水平地震力作用所起的作用，考虑几何非线性对结构的影响，并模拟施工阶段，为悬挂结构的设计提供借鉴。
[关键词] 斜交网格；中心支撑；悬挂结构；几何非线性；施工模拟
中图分类号：TU351    文献标识码：A  文章编号：1002-848X(2012) Sl-0699-03

Design discussion of suspension structure with oblique crossing lattice tube and concentrically-braced frame
Han Lijun¹, Chen Lei¹, Yin Huagang¹, Wang Feiyu²
(1 Zhuobo Architectural&Engineering Design Co.,  Ltd.( Beijing),Beijing 100013,China; 2 Beijing Tianrun ConsUuction Corporation, Beijing 100013, China)

Abstract: Combined with a suspension structure engineering, SAP2000 program was used to analyze the suspension structure with oblique crossing lattice tube and concentrically-braced frame. By contrast the role of concentrically-braced to resist horizontal seismic force, considering the impact of geometric nonlinearity on the structure, the consUuction phase was simulated. It could provide the design experience of suspension structure.
Keywords: oblique crossing lattice, concentrically-braced; suspension structure, geometric nonlinearity; construction simulation