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辅助墩位置对索辅梁桥结构效应的影响
引用本文:程宇鹏,王福敏,尚军年.辅助墩位置对索辅梁桥结构效应的影响[J].重庆交通大学学报(自然科学版),2010,29(4):497-500.
作者姓名:程宇鹏  王福敏  尚军年
作者单位:重庆交通大学,土木建筑学院,重庆,400074;招商局重庆交通科研设计院有限责任公司,重庆,400067
摘    要:以重庆东水门长江大桥为研究对象,采用Midas Civil大型桥梁分析软件进行建模,研究辅助墩位置的变化对新型索辅梁桥成桥状态的主塔、牛腿处下弦杆、主梁的影响。计算结果表明,增加辅助墩后,索辅梁桥的主塔塔底弯矩、塔顶纵向位移、主梁跨中轴力、跨中挠度都有所减小,牛腿处下弦杆的弯矩增大。

关 键 词:索辅梁桥  辅助墩  成桥状态  结构效应

Impact of Auxiliary Pier's Position on Structure of Partially Cable-Supported Girder Bridge
CHENG Yu-peng,WANG Fu-min,SHANG Jun-nian.Impact of Auxiliary Pier's Position on Structure of Partially Cable-Supported Girder Bridge[J].Journal of Chongqing Jiaotong University,2010,29(4):497-500.
Authors:CHENG Yu-peng  WANG Fu-min  SHANG Jun-nian
Institution:CHENG Yu-peng1,WANG Fu-min2,SHANG Jun-nian2 (1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.China Merchants Chongqing Communications Research & Design Institute Co.,Ltd.,Chongqing 400067,China)
Abstract:A three-dimensional finite element calculation model was established for the main bridge of the Dongshuimen Yangtze River Bridge in Chongqing by using software MIDAS Civil.It was obtained that different positions of the auxiliary pier exerted influence on the main tower,the bottom chord on the bracket,the main girder in the bridge completion state of the new partially cable-supported girder bridge.The calculation results demonstrated that increase of auxiliary piers would lead to bending moment of the lower...
Keywords:partially cable-supported girder bridge  auxiliary pier  bridge completion state  structure effect  
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