摘要
悬索桥是以承受拉力的缆索或链索为主要承重构件的桥梁,易受环境、温度等因素影响。为了保证良好的施工质量,论文基于有限元模型及悬索桥计算分析系统,对施工期基准索股架设、主索鞍顶推以及主缆线形进行分析和研究,并得出温度影响下的结构响应规律。
Suspension bridge is a bridge with tension-bearing cable or chain as the main load-bearing component. It is easily affected by environmental temperature and other factors. In order to ensure good construction quality, this paper analyzes and studies the strand erection, the main cable saddle push and the main cable line shape based on the finite element model and the suspension bridge calculation and analysis system, and the structure response law under the influence of temperature is obtained.
作者
郑红杰
ZHENG Hong-jie(No.4 Engineering Branch Company of CRCC Harbour&Engineering Bureau Group Co.Ltd.,Chongqing 400025,China)
出处
《工程建设与设计》
2021年第22期49-51,共3页
Construction & Design for Engineering
关键词
悬索桥
温度效应
索鞍顶推
基准索股
缆索系统
suspension bridge
temperature effect
cable saddle push
benchmark stock
cable system