成都双流国际机场T2航站楼结构设计  

Structural design of Chengdu Shuangliu International Airport T2 Terminal Building

作　　者：肖克艰[1] 陈志强[1] 王立维[1] 冯远[1] 周定松[1] 赵广坡[1] 杨文[1] 陈平友[1] 罗昱[1] 李常虹[1] 毕琼[1] 冯中伟[1] 易勇[1] 易丹[1] 廖理[1] 周浩璋[1] 夏循[1] 

机构地区：[1]中国建筑西南设计研究院有限公司,成都610081

出　　处：《建筑结构》2010年第9期1-5,共5页Building Structure

摘　　要：成都双流国际机场T2航站楼总建筑面积29.624万m2,南北长799m,东西宽440.5m。下部结构采用钢筋混凝土框架结构,屋盖为斜拱和网壳组合空间钢结构。航站楼结构复杂,抗震要求高,且结构超长,需进行钢斜拱、网壳组合结构整体稳定分析和复杂节点设计等。针对上述关键问题,在设计中采取有效的措施给予了解决。Chengdu Shuangliu International Airport T2 Terminal Building has a gross floor area of（296 240） m^2,with a length of 799m in the north-south direction and a width of 440.5m in the east-west direction.The main body of the building is a reinforced concrete frame structure,while the roof is a composite structure of inclined arch structures and lattice shell structures.The building is a complex super-long structure with high seismic resistance requirement, overall stability problems,and complex steel joint design.Proper structural design schemes were applied to effectively resolve these structural problems.

关 键 词：航站楼 抗震性能设计 多点地震输入 钢结构稳定 超长结构设计 

分 类 号：TU318[建筑科学—结构工程]