首页 | 本学科首页   官方微博 | 高级检索  
     检索      

混凝土连续弯箱梁桥支承体系研究
引用本文:胡晓焜,胡雪峰.混凝土连续弯箱梁桥支承体系研究[J].广东公路交通,2009(3):52-56.
作者姓名:胡晓焜  胡雪峰
作者单位:1. 中山市公路局,广东中山,528400
2. 广州大学土木工程学院,广州,510006
摘    要:近年来弯箱梁桥的侧向位移病害日趋严重,而支座布置不合理是其中一个重要的原因。针对目前连续弯箱梁桥常采用的支承形式,提炼出四种支承体系,分析各支承体系的特点。通过某典型实桥,对不同支承形式各荷载作用下的竖向支反力和扭矩进行对比分析,最后提出相关的优化措施,为该类桥梁设计提供参考。

关 键 词:连续弯箱梁桥  支承体系  支反力  扭矩  参数优化

Research on Support System for Continuous Curved Box Girder Concrete Bridge
HU Xiao-kun,HU Xue-feng.Research on Support System for Continuous Curved Box Girder Concrete Bridge[J].Guangdong Highway Communications,2009(3):52-56.
Authors:HU Xiao-kun  HU Xue-feng
Institution:HU Xiao-kun1,HU Xue-feng2(1.Zhongshan City Highway Bureau,Zhongshan 528400,Guangdong,China,2.Civil Engineering Institute of Guangzhou University,Guangzhou 510006,China)
Abstract:In recent years,lateral displacement of curved box girder bridge has become more and more serious,and unreasonable placement of bearings is one of the important reasons.Four types of support systems have been summed up in light of continuous curved box-girder bridge supports used,the characteristics of each support system have been analyzed.Through a typical bridge,comparison analysis between the vertical support reaction force and moment of torque have been conducted for different support styles,and finall...
Keywords:continuous curved box girder bridge  support system  support reaction  moment of torque  Parameter optimization  
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