摘要
针对体育场馆中的看台斜板,采用了3种常用的结构设计软件,建立了7种模型进行分析,探讨了各种模型的适用性;专门讨论了SATWE中建立斜板模型时降节点法、升节点法的结果差异和适用性;最后分析了SATWE模型中上、下两层共用节点的模拟方法,对其位移比结果进行了讨论。
In this paper,three commonly used structural softwares are used to analyze the grandstand ramps for stadia and gymnasia.Applicability of seven models which are based on above softwares is discussed.The difference of rising and lowering nodes in SATWE is discussed.Finally,the modeling method when nodes are used by two floors is analyzed.The rationality of displacement ratio is also analyzed.
出处
《工业建筑》
CSCD
北大核心
2010年第S1期128-132,344,共6页
Industrial Construction
基金
上海建筑设计研究院有限公司青年科技基金项目(03108k0116)
关键词
体育场馆
斜板
位移比
stadia and gymnasia
ramp
displacement ratio
