摘要
对千米级大跨度斜拉桥的结构体系及关键构件设计、结构的几何非线性分析、稳定分析、动力分析以及车桥动力相互作用进行初步探讨。
This paper conducts a preliminary study of the structural system and critical component design of the long span cable-stayed bridge with span longer than 1 000 meters and also of the geometric nonlinearity analysis, stability analysis, dynamic analysis, and vehicle and bridge dynamic interactions of the structure of the bridge.
出处
《桥梁建设》
EI
CSCD
北大核心
2006年第A02期1-4,8,共5页
Bridge Construction
关键词
长跨桥
斜拉桥
几何非线性
静力稳定
车桥耦合共振
long span bridge
cable-stayed bridge
geometric nonlinearity
static stability
vehicle and bridge coupling vibration
