摘要
根据宁波大榭第二大桥主梁关键节点——塔梁结合部位的局部应力分析结果,对大跨度单索面斜拉桥钢梁的合理设计进行了探讨。
Based on the analysis result of partial stress at the pylon and girder connection-the key node of the main girder of Ningbo Daxie Bridge Ⅱ, the article discusses the reasonable design of steel girder of long-span single-plane cable-stayed bridge.
出处
《城市道桥与防洪》
2016年第6期101-105,12,共5页
Urban Roads Bridges & Flood Control
关键词
大榭第二大桥
单索面斜拉桥
主梁
局部分析
Daxie Bridge Ⅱ
single-plane cable-stayed bridge
main girder
partial analysis
