某V型刚构桥下部结构计算分析  

Computational Analysis of Substructure of a V-shaped Rigid Frame Bridge

作　　者：杨磊 YANG Lei(Liaoning Transportation Research Institute Co.,Ltd.,Shenyang 110015,China)

机构地区：[1]辽宁省交通科学研究院有限责任公司,沈阳市110015

出　　处：《北方交通》2020年第7期14-17,共4页Northern Communications

摘　　要：V型刚构桥墩造型优美,但构造及受力复杂。结合工程实例,对V型刚构桥墩结构进行了平面杆系及实体模型分析,通过对比,结果表明,V型墩承载能力及正常使用满足规范要求。The V-shaped rigid frame bridge pier is with beautiful design,but its structure and stress are complex.Combined with the engineering project,the plane frame system and solid model of the V-shaped rigid frame bridge pier structure are analyzed.Through comparison,the results show that,the bearing capacity and normal use of the V-shaped pier meet the code requirements.

关 键 词：V型刚构桥 桥墩 平面杆系计算 实体模型分析 

分 类 号：U448.23[建筑科学—桥梁与隧道工程]