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考虑水平荷载作用的大跨径钢管混凝土拱桥稳定分析
引用本文:华少中,楼文娟,孙炳楠,崔军,朱玉龙,徐建达.考虑水平荷载作用的大跨径钢管混凝土拱桥稳定分析[J].中南公路工程,2004,29(3):33-37.
作者姓名:华少中  楼文娟  孙炳楠  崔军  朱玉龙  徐建达
作者单位:浙江大学土木系,浙江大学土木系,浙江大学土木系,浙江大学土木系,杭州市交通局,杭州市交通局 浙江杭州 310027,浙江杭州 310027,浙江杭州 310027,浙江杭州 310027,浙江杭州 310056,浙江杭州 310056
摘    要:浙江淳安南浦大桥为大跨径中承式钢管混凝土桁式拱桥,矢高60m,跨径308m,桥宽12m,宽跨比较小,该桥的面外稳定是桥梁安全性的关键。在水平荷载(包括风荷载和水平地震荷载)作用下,拱桥的面外稳定更引起设计者的重视。采用ANSYS有限元分析软件,考虑几何非线性,探讨了不同量值水平荷载对该桥施工最不利阶段和成桥阶段的面外稳定的影响,为此类桥梁的设计施工提供参考。

关 键 词:钢管混凝土  拱桥  水平荷载  面处稳定  稳定系数
文章编号:1002-1205(2004)03-0033-04
修稿时间:2003年12月21

Stability Analysis on Concrete Filled Steel Tube Truss Arch Bridge with Consideration of Lateral Load
HUA Shaozhong,LOU Wenjuan,SUN Bingnan,CUI Jun,ZHU Yulong,XU Jianda.Stability Analysis on Concrete Filled Steel Tube Truss Arch Bridge with Consideration of Lateral Load[J].Central South Highway Engineering,2004,29(3):33-37.
Authors:HUA Shaozhong  LOU Wenjuan  SUN Bingnan  CUI Jun  ZHU Yulong  XU Jianda
Abstract:Located in Chunan County of Zhejiang Province, Nanpu Bridge is a concrete filled steel tube truss arch bridge with a long span of 308?m, width of 12?m, and height of 60?m. Due to the small ratio of width to span, out of plane stability of the arch is critical to the safety of the bridge. ANSYS software was used for the analysis of the stability of the bridge with consideration of horizontal loads, including wind and earthquake loads, as well as geometric nonlinearity of the structure. Effects of the horizontal loads on the out of plane sta?bility were explored in various stages of construction of the bridge, providing a reference for design and con?struction of similar projects.
Keywords:concrete filled steel tube truss  arch bridge  horizontal load  out of plane stability  stabil?ity factor  
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