摘要
本文以模型桥的试验数据为依据,通过对宽矮多格室曲线板桥荷载横向分布的分析,评述了现行的各种关于曲线梁桥的实用计算方法;同时还对比了具有中横隔梁结构与无中横隔梁结构的受力性能。文中的许多数据,可供结构设计选型和计算方法选用时的参考。
In this paper, based on the test results of the perspex model bridges and the analysis of the transverse load distribution for wide and shallow curved slab bridges, comments on several kinds of current practical methods for calculating curved multi--girder bridges are given. In the meantime, a comparison between the structural behaviours of the bridges either with or without a middle diaphragm is made. Many data in this paper may be used for selecting the structural type and the calculation method in bridge design.
出处
《重庆交通学院学报》
1989年第4期17-25,共9页
Journal of Chongqing Jiaotong University
关键词
曲线板桥
荷载
横向分布
立交桥
curved slab bridge with multi-cell section, transverse distribution of load, stiff diaphragm method, hinge-junctioned plate method, orthotropic plate simul-ation method, coupled action of bending with torsion, outside arc, inside arc
