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预应力混凝土曲线连续刚构桥结构行为分析
引用本文:崔颖波,龚德华,贾山,赵人达,杨永清,向天宇.预应力混凝土曲线连续刚构桥结构行为分析[J].四川建筑科学研究,2007,33(2):43-44,50.
作者姓名:崔颖波  龚德华  贾山  赵人达  杨永清  向天宇
作者单位:1. 贵州高速公路开发总公司,贵州,贵阳,550002
2. 西南交通大学桥梁工程系,四川,成都,610031
摘    要:研究了悬臂施工的高墩大跨预应力混凝土曲线连续刚构桥在施工阶段和成桥阶段的结构行为,讨论了由于主梁平面弯曲对结构变形和应力的影响,为曲线刚构桥提供相应的设计建议和施工控制思路,具有现实意义。

关 键 词:混凝土桥梁  预应力  曲线连续刚构  悬臂施工
文章编号:1008-1933(2007)02-0043-02
修稿时间:2006-12-25

Structural behavior analysis of curved prestressed concrete frame bridge
CUI Yingbo,GONG Dehua,JIA Shan,ZHAO Renda,YANG Yongqing,XIANG Tianyu.Structural behavior analysis of curved prestressed concrete frame bridge[J].Building Science Research of Sichuan,2007,33(2):43-44,50.
Authors:CUI Yingbo  GONG Dehua  JIA Shan  ZHAO Renda  YANG Yongqing  XIANG Tianyu
Affiliation:1. Guizhou Highway Development Company, Guiyang 550002, China; 2. Department of Bridge Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract:The structural behaviors of curved prestressed concrete frame bridge with high pier and long- span are investigated in this paper. The influences of the curve of girder in plane on the deformation and stress distribution of bridge are discussed. The study may provide some suggestions for design and construction control of curved frame bridge to some extent, which may have practical meaning.
Keywords:concrete bridge  prestress  curved frame bridge  cantilever balance construction
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