摘要
深圳湾体育中心为钢结构两馆一场连体结构,体育中心东侧靠海一侧设置了一座跨度为108m的观景桥。介绍了钢结构大跨度桥梁的舒适度设计,对行人激励下、脉动风作用下观景桥的舒适度进行评估,并对舒适度控制进行对策研究。此外,对观景桥采用的TMD做了简要介绍。
As a super-long span spatial steel structure of Shenzhen Bay Sports Center,a 108m span bridge for seeing scene was designed at east side near sea.Comfort degree design of the long span bridge is introduced.The comfort degree of the scenic bridge is analyzed under pedestrian＇s step and wind load.In addition,TMD for the bridge are briefly introduced.
出处
《建筑结构》
CSCD
北大核心
2011年第9期11-15,共5页
Building Structure
