摘要
介绍了无锡市市民中心的高层框架剪力墙结构设计,探讨其平立面结构体系、结构布置、结构分析和构造处理特点,比较了两种不同力学模型的有限元分析软件进行结构整体计算的结果,同时采用弹性时程分析进行了补充计算,最后总结提出了解决此类复杂高层建筑结构设计的经验和体会。
This paper presents the structural design of a tall frame-shearwall civic centre in Wuxi. The choice of the vertical and level structural system,structural member arrangement,structural analysis and construction details were discussed. Two types of finite element of analysis program were used to calculate the member forces of the 3 dimension structural model,and the elastic time-history analysis was used as a complement. The experiences of solution to structural design of this type of high-rise building were put forward.
出处
《广东土木与建筑》
2010年第2期11-13,共3页
Guangdong Architecture Civil Engineering
