万州体育场超限大跨钢结构屋盖抗震性能分析  

Structural design of Wanzhou Stadium

作　　者：刘松华[1] 尤天直[1] 毕磊[1] 周昕[1] 何羽[1] 

机构地区：[1]中国建筑设计研究院,北京100044

出　　处：《建筑结构》2013年第S1期290-294,共5页Building Structure

摘　　要：针对某超限大跨钢结构屋盖的结构形式,明确所采用的结构安全控制荷载和控制目标。通过计算分析及概念设计找出结构关键杆件和薄弱部位,通过计算及抗震措施进行加强,确保整个大跨结构的抗震安全。According to the structure type of an out-of-codes large-span steel roof structure,the control load and control objectives for structure safety are determined. Computational analysis and conceptual design have been taken to find the key member and weakness part of the structure,and also some seismic strengthening measures have been taken to insure the seismic safety of the large-span structure.

关 键 词：超限大跨结构 钢结构 概念设计 

分 类 号：TU391[建筑科学—结构工程] TU352.11