摘要
首都机场T3航站楼交通中心(GTC)平面为椭圆形,长宽近似为550m×350m,属于超大面积的建筑。根据工程的特点和遇到的问题,系统地介绍了工程的结构设计情况。重点介绍了超长结构的设计原则、计算方法、构造措施等方面的内容,并结合屋顶拱形钢结构的特点,介绍了屋顶钢结构的设计。
The ground transportation center of terminal 3 at Beijing capital international airport, with an elliptic plan and with the length by width of approximately 550m × 350m, is an over-sized architecture. Based on the specialty of this project and problems encountered, the structural design of the project is introduced systematically. It emphasizes on the design principles, computation methods and construction detailing, etc. of this over-length structure. Combined with characteristics of the roof arch steel structure, it also presents the design of the roof steel structure.
出处
《建筑结构》
CSCD
北大核心
2008年第1期25-29,共5页
Building Structure
关键词
首都机场
T3航站楼
超长结构
温度应力
拱形钢结构
Beijing capital international airport
terminal 3
over-length structure
temperature stress
arch steel structure
