首页 | 本学科首页   官方微博 | 高级检索  
     

板桁组合梁桥受力特点及其计算方法发展研究
引用本文:廖江林,肖杰. 板桁组合梁桥受力特点及其计算方法发展研究[J]. 山西建筑, 2007, 33(17): 330-331
作者姓名:廖江林  肖杰
作者单位:1. 广西南宁高速公路管理处,广西,南宁,530022
2. 同济大学桥梁工程系,上海,200092
摘    要:介绍了新型桥型—板桁结合梁桥的应用及此桥型的受力特点,并阐述了国内学者对这种桥型的研究进展,最后指出了板桁桥今后需要研究和解决的问题,为该桥型的推广应用提供了理论依据。

关 键 词:板桁结合梁桥  受力特点  计算方法
文章编号:1009-6825(2007)17-0330-02
修稿时间:2007-02-14

Study on mechanical behavior and the calculation method of plate and truss composite bridges
LIAO Jiang-lin,XIAO Jie. Study on mechanical behavior and the calculation method of plate and truss composite bridges[J]. Shanxi Architecture, 2007, 33(17): 330-331
Authors:LIAO Jiang-lin  XIAO Jie
Affiliation:LIAO Jiang-lin XIAO Jie
Abstract:In this paper, a new style of plate-truss bridges and its application are introduced firstly, then reviewed the mechanical behavior and the newly progress research on this style bridge, problems needing to study and solve are pointed out finally, which to offer theoretical basis for popularization and application of this kind of bridge type.
Keywords:plate and truss composite bridges   mechanical behavior   calculation method
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号