摘要
以宜万铁路线上正在建造的一座高墩大跨T型刚构桥为工程背景,针对此桥的墩梁固结处制作了1∶6缩尺模型,并进行有限元分析和试验,得出了许多有价值的数据,对同类型桥梁设计具有指导作用。
Based upon the 1：6 scale model experiment, the behavior of joint part between pier and girder of high-pier and long-span T rigidframe bridge is studied. Through finite element analysis and experiment, it gets much value data. It can direct the similar bridges design.
出处
《山西建筑》
2007年第28期318-319,共2页
Shanxi Architecture
关键词
高墩大跨
T型刚构
墩梁固结
模型试验
high-pier and long-span, T rigid-frame bridge,joint part between pier and gieder, model experiment
