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某收费站雨棚结构设计
引用本文:彭添,刘振华,刘祥宇.某收费站雨棚结构设计[J].钢结构,2010,25(4):6-8.
作者姓名:彭添  刘振华  刘祥宇
作者单位:山东大学土建与水利学院,济南,250061
摘    要:较为详细地介绍某收费站雨棚的结构设计过程,包括结构选型,结构分析,膜结构找形及整体结构计算;对于拉索节点及相贯节点进行简单介绍。应用空间钢结构软件3D3S对结构进行分析,设计方法可供同类工程参考。

关 键 词:结构选型  膜找形  节点设计

THE STRUCTURE DESIGN OF A TOLL-STATION AWNING
Peng Tian,Liu Zhenhua,Liu Xiangyu.THE STRUCTURE DESIGN OF A TOLL-STATION AWNING[J].Steel Construction,2010,25(4):6-8.
Authors:Peng Tian  Liu Zhenhua  Liu Xiangyu
Affiliation:School of Civil Engineering and Water Conservancy;Shandong University;Jinan 250061;China
Abstract:The structure design procedure of toll-station awning is introduced,which includes lectotype and analysis of the structure,membrane form-finding analysis and entire structure calculation.A brief introduction to cable joint and tubular joint is also given.A spacial structural analysis is conducted on the whole building using a program of 3D3S.The method of design can be a reference for similar projects.
Keywords:lectotype of structure  membrane shape  joint design  
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