摘要
结合无锡科技交流中心结构设计,简要介绍了结构抗侧力体系、楼、屋盖体系、基础方案的设计,阐述了对于复杂结构体系进行整体建模计算的必要性,提出了体型复杂的大跨度结构应考虑采用风洞试验的结果进行风荷载设计,针对幕墙的两种支撑体系进行了分析和比较。
Using the Wuxi Science & Technology Exchange Center as samples,the structural lateral resistant system and structural system of floor & roof as well as foundation design are simply presented.It is necessary to model and analyze structures of irregular shape as a whole.It is proposed that the wind resistant design of large-span structures of irregular shape should consider the result of wind tunnel test.At last,two kinds of support system in the curtain walls are analyzed and compared.
出处
《建筑结构》
CSCD
北大核心
2009年第S1期61-64,共4页
Building Structure
关键词
整体计算
组阻尼比
协同工作
大跨度结构
风洞试验
基础
structural computation
group damping ratio
cooperative effect
large-span structures
wind tunnel test
foundation