某钢连廊结构的舒适度及温度效应的研究与设计  

Research and Design of Comfort and Temperature Effect on a Steel Corridor

作　　者：杨金明[1] 贺程[1] 刘赞[1] 

机构地区：[1]中国建筑科学研究院,北京100013

出　　处：《建筑科学》2016年第7期127-132,共6页Building Science

摘　　要：移动硅谷创新中心项目一期12号楼(已建)与二期11号楼(会议中心,待建)之间,通过一跨度为33.6m的连廊相连,连廊采用钢桁架结构,其支承结构采用钢框架。该钢连廊跨度较大,因此在结构设计中其舒适度及温度作用效应问题尤为重要。本文主要讨论了大跨度钢连廊的舒适度计算以及温度作用效应对该连廊的影响,力求通过安全有效、经济合理的结构设计,满足建筑使用功能的要求。In Mobile Silicon Valley Innovation Center,the first-stage building 12#（ having been built） and the second-stage building 11#（ a conference center,to be built） are connected by a 33. 6m-span corridor,which is a steel truss structure with a steel frame bracing system. As it is a large-span corridor,comfort and temperature effect are particularly important in the structural design. Comfort calculation and temperature effect on the large-span steel corridor are discussed in the paper. By the safe,effective,economical and rational structural design,this corridor meets the demand of the building＇s function.

关 键 词：大跨度钢连廊 舒适度 温度作用 

分 类 号：TU393.3[建筑科学—结构工程]