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某新型预应力拉杆拱渡槽的MIDAS分析
引用本文:王兰芹,张鸣,傅传国.某新型预应力拉杆拱渡槽的MIDAS分析[J].科技信息,2008(6).
作者姓名:王兰芹  张鸣  傅传国
作者单位:山东建筑大学土木工程学院 山东济南250101
摘    要:结合南水北调工程中的某新型上承式预应力混凝土拉杆拱渡槽,运用三维有限元软件MIDAS/Gen对该渡槽的支撑结构——上承式预应力混凝土拉杆拱在各种工况下的内力分布规律进行分析,较全面地评价了其整体受力性能。

关 键 词:渡槽  预应力  拉杆拱  有限元

Analysis on a new type Pre-stressed Tie-arch Aqueduct with MIDAS
Wang Lanqin Zhang Ming Fu Chuanguo.Analysis on a new type Pre-stressed Tie-arch Aqueduct with MIDAS[J].Science,2008(6).
Authors:Wang Lanqin Zhang Ming Fu Chuanguo
Abstract:A new type of structure system-top supported pre-stressed tie-arch aqueduct was used in the South-to-North Water Transfer Project.The law of the stress distribution of the top supported prestressed tied arch under various loading conditions are analyzed with 3D FEM software MIDAS/Gen,and the unitary stressed performance are evaluated in the round.
Keywords:aqueduct  pre-stressing  tie-arch  finite element  
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