首页 | 本学科首页   官方微博 | 高级检索  
     

变截面薄壁空心墩几何非线性分析
引用本文:冯仲仁,叶再军,徐齐福,乔长江. 变截面薄壁空心墩几何非线性分析[J]. 交通科技, 2006, 0(3): 1-3
作者姓名:冯仲仁  叶再军  徐齐福  乔长江
作者单位:1. 武汉理工大学土木工程与建筑学院,武汉,430070
2. 中交第二公路勘察设计研究院,武汉,430052
摘    要:用能量法对变截面薄壁空心墩进行几何非线性分析,通过考虑和不考虑几何非线性两种情况进行对比计算,计算结果表明几何非线性对变截面空心墩的影响随着墩高的增加而增大,但其增大的幅度不是很大,当墩的长细比较大时,几何非线性的影响不能忽略。

关 键 词:变截面空心薄壁墩  几何非线性  能量法  瑞利-里兹法
收稿时间:2006-01-28
修稿时间:2006-01-28

Analysis of Geometric Nonlinearity of Nonuniform Thin-walled Hollow Pier
Feng Zhongren,Ye Zaijun,Xu Qifu,Qiao Changjiang. Analysis of Geometric Nonlinearity of Nonuniform Thin-walled Hollow Pier[J]. Transportation Science & Technology, 2006, 0(3): 1-3
Authors:Feng Zhongren  Ye Zaijun  Xu Qifu  Qiao Changjiang
Affiliation:1. Civil Engineering and Architecture Institute, WHUT, Wuhan 430070,China; 2. China Communieations Second Highway Survey Design and Research Institute,Wuhan 430052,China
Abstract:The paper analyzes the geometric nonlinear effect of the nonuniform thin-walled hollow pier by the energy method.Considering the geometric nonlinear effect and not,the contrast and computa- tion result shows that the higher the pier,the more evident the geometric nonlinear effect on nonuni- form thin-walled hollow pier,but the increase is not great.When the slenderness ratio of the pier is great,the geometric nonlinear effect could not be ignored.
Keywords:nonuniform thin-walled hollow pier  geometric nonlinearity  energy method  Rayleigh-Ritz method
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号