工程研究-跨学科视野中的工程2017，Vol.9Issue(4)：352-356,5.DOI:10.3724/SP.J.1224.2017.00352
梁拱组合结构桥梁梁拱挠度分承比研究
Study of Load Sharing Ratio of Continuous-Beam-Arch Combined Bridge Based on Deflection
夏文传 1陈权2
作者信息
- 1. 兰州交通大学甘肃省道路桥梁与地下工程重点实验室,兰州 730070
- 2. 兰州交通大学道桥工程灾害防治技术国家地方联合工程实验室,兰州 730070
- 折叠
摘要
Abstract
In this paper, the load sharing ratio of the continuous-beam-arch combined bridge is defined by the mid-span deflection of the continuous-beam-arch combined and continuous beam which have same span and section. The formula of load sharing ratio based on deflection is deduced by mechanical method beam-to-arch in mid-span uniform load. The accuracy of the formula is verified by changing the structural parameters, and the in-fluence factors of the load sharing ratio of the continuous-beam-arch are analyzed. The load sharing ratio of the composite bridge based on the deflection can be calculated by using the mid-span deflection of the actual bridge. It can measure the working mechanism of the real bridge, which has certain reference value for grasping the load sharing ratio of the bridge.关键词
膜张力/梁拱组合/荷载分担比例Key words
film tension/beam arch combination/load sharing ratio分类
交通运输引用本文复制引用
夏文传,陈权..梁拱组合结构桥梁梁拱挠度分承比研究[J].工程研究-跨学科视野中的工程,2017,9(4):352-356,5.
