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桥墩开孔支承的有限元分析及局部补强
引用本文:蒋晓光.桥墩开孔支承的有限元分析及局部补强[J].山西建筑,2007,33(24):332-333.
作者姓名:蒋晓光
作者单位:中铁十一局集团第三工程有限公司,湖北,十堰,442012
摘    要:针对客运专线建设标准大大提高的现状,简要叙述了移动模架原位现浇箱梁的施工,提出了利用有限元分析软件分析桥墩开孔的支承应力及采取相应技术措施的方法,以保证施工顺利进行。

关 键 词:有限元分析  移动模架  支承验算
文章编号:1009-6825(2007)24-0332-02
修稿时间:2007-03-19

Finite element analysis of bearing capacity of abutment wall after drilling holes and local reinforcement
JIANG Xiao-guang.Finite element analysis of bearing capacity of abutment wall after drilling holes and local reinforcement[J].Shanxi Architecture,2007,33(24):332-333.
Authors:JIANG Xiao-guang
Affiliation:JIANG Xiao-guang
Abstract:According to increasing construction standards in special railway line works the construction of in-situ cast-in-place box beam with movable frame is briefly introduced as well as the method utilizing finite element analysis of bearing capacity of abutment wall after drilling holes,at the same time corresponding technical measures are proposed to ensure smooth running of construction.
Keywords:finite element analysis  movable frame  checking computation of bearing capacity  
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