摘要
根据济南黄河大桥的实际参数,建立了该斜拉桥有限元模型,分析了桥梁的极限状态,提出了以极限状态为基础的预警指标体系,解决了该桥预警体系缺失的问题。
According to the factual parameter of Huanghe Bridge in Jinan,the paper establishes the finite element model for the cable-stayed bridge,analyzes its ultimate status,and points out the warning index system based on the ultimate status,so as to solve the defects of the warning system of the bridge.
出处
《山西建筑》
2017年第3期154-155,共2页
Shanxi Architecture
关键词
斜拉桥
有限元模型
极限状态
预警系统
cable-stayed bridge
finite element model
ultimate status
warning system