摘要
介绍了主跨 330m的安徽黄山太平湖大桥设计的基本情况。基于ANSYS程序空间计算结果 ,分析了该桥结构体系的基本特点。并利用桥梁专用分析程序进行了施工过程仿真分析 ,给出了结构施工过程累计和温度、活载等荷载作用下的内力 。
The basic situation of the design for Huangshan Taipinghu Bridge(main span:330 m) in Anhui Province is introduced in this paper.The characteristics of the structural system of this bridge are analyzed basing on ANSYS program special calculation results.The special bridge analytic programs are used for the simulation analyses of the construction process.The accumulation during the construction period and the inner forces under temperature load and live load are given,and the structural bearing capacity is checked.
出处
《公路交通技术》
2004年第2期37-40,共4页
Technology of Highway and Transport
关键词
大跨径拱桥
结构空间
承载力验算
弹性稳定
施工过程仿真
large span arch brideg
special analysis
construction processs simulation
checking of bearing capacity
elastic stability
