某体育场看台大悬挑屋盖结构设计与分析  

Structure feasibility design and analysis of a stadium stands roof system

作　　者：许建鑫 Xu Jianxin(Guangzhou Urban Planning,Survey and Design Institute,Guangzhou 510006,China)

机构地区：[1]广州市城市规划勘测设计研究院,广东广州510006

出　　处：《山西建筑》2021年第15期50-52,共3页Shanxi Architecture

摘　　要：针对香港科技大学(广州校区)体育场看台大悬挑钢结构屋盖进行结构设计与分析,验证了该钢结构屋盖承载力极限状态、正常使用极限状态和整体稳定性,结果表明所设计的结构及构件完全满足相关规范要求。在此基础上,提出后续设计阶段拟补充的相关专项分析。研究与分析结果显示:所设计的钢结构屋盖基本可以满足国内相关规范要求,该结构设计方案安全可行。Structural design and analysis are carried out on the large cantilever steel roof of the stadium stand of The Hong Kong University of Science and Technology(Guangzhou Campus).The ultimate bearing capacity,normal service limit state and overall stability of the steel roof are verified.The results show that the designed structure and members fully meet the requirements of relevant codes.On this basis,this paper presents a special analysis to be supplemented in the subsequent design stage.Finally,the research and analysis results show that the designed steel roof can basically meet the requirements of relevant domestic codes,and the structural design scheme is safe and feasible.

关 键 词：体育场 大悬挑 钢结构 结构设计 

分 类 号：TU391[建筑科学—结构工程]