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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。
Mobile Silicon Valley Innovation Center Project Phase 12 (already built) and Phase II Building 11 (Convention Center, to be built), through a link for the duration of 33.6m corridor linked to the use of steel truss structure, the support Structure using steel frame. The span of the steel corridor is large, so the structural design of the comfort and temperature effects of the problem is particularly important. This paper mainly discusses the calculation of the comfort of long-span steel corridors and the influence of temperature effect on the corridor, and seeks to meet the requirements of building function through safe, effective and economical structural design.