Research of temperature stress Non-abutment slant-legged rigid frame bridge

被引：0
|
作者：
He, Xiuling [1 ]
机构：
[1] Yunnan Jiaotong Coll, Kunming 650500, Peoples R China
来源：
PROCEEDINGS OF THE 2015 2ND INTERNATIONAL CONFERENCE ON MACHINERY, MATERIALS ENGINEERING, CHEMICAL ENGINEERING AND BIOTECHNOLOGY (MMECEB) | 2016年 / 49卷
关键词：
Non-abutment slant-legged rigid frame brige; temperature stress; girder and diagonal rod;
D O I：
暂无
中图分类号：
TQ [化学工业];
学科分类号：
0817 ;
摘要：
In this paper through the establishment of the Midas model, mainly discusses the non abutment slant leg rigid frame bridge in different position in the temperature change stress changes. The results of the study show that, with the Overall temperature changes, no abutment slant leg rigid frame bridge girder and diagonal rod of the total stress will have a considerable impact.
引用
收藏
页码：852 / 854
页数：3
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