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弹性地基上带肋筏板肋梁内力计算
引用本文:YU Xiao-ya,张建辉.弹性地基上带肋筏板肋梁内力计算[J].山西建筑,2008,34(23).
作者姓名:YU Xiao-ya  张建辉
作者单位:河北大学建筑工程学院,河北保定,071002
基金项目:河北省自然科学基金项目 , 青年项目"弹性地基上带肋筏板无单元与有限元耦合方法研究"
摘    要:针对带肋筏板肋梁内力传统计算方法的局限性,采用无单元法建立筏板的刚度矩阵,同时采用有限元法计算肋梁的刚度矩阵,根据虚功原理,建立了双参数弹性地基上带肋筏板的无单元和有限元耦合计算方法,并通过实例计算验证了该法的可行性。

关 键 词:筏板  肋梁  带肋筏板  有限元法  内力

Intenal power calculation of ribbed valve board on elastic foundation
YU Xiao-ya,ZHANG Jian-hui.Intenal power calculation of ribbed valve board on elastic foundation[J].Shanxi Architecture,2008,34(23).
Authors:YU Xiao-ya  ZHANG Jian-hui
Affiliation:YU Xiao-ya ZHANG Jian-hui
Abstract:Due to the limitation of the traditional calculating method of the internal power of the auxiliary beam of ribbed valve board,it takes element-free method to set up the stiffness matrix of valve board.Meanwhile it takes finite element method to calculate the stiffness matrix of ribbed beam.According to the virtual work principle,it sets up the biparametric element-free method and finite element coupling method of ribbed valve board on elastic foundation.Its feasibility is verified through examples.
Keywords:valve board  auxiliary beam  ribbed valve board  finite element method  interior power
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