摘要
通过介绍重庆水土嘉陵江大桥主要构件设计,和建立墩、塔和梁固结的三维有限元模型进行结构分析,详细描述了无上横梁直塔斜拉桥主要节点设计和受力特点。
The article introduces the main member design of Shuitu Jialing River Bridge of Chongqing,analyzes the structure by the establishment of three-dimensional finite element model of pier,pylon and beam consolidation,and describes the main node design and stress characteristic of no-crossbeam straight-pylon cable-stayed bridge.
出处
《城市道桥与防洪》
2015年第9期92-94,12,共3页
Urban Roads Bridges & Flood Control
关键词
斜拉桥
无上横梁
墩塔梁固结
cable-stayed bridge
no-crossbeam
pier
pylon and beam consolidation
