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弹性地基上搁置板在均布荷载及边载共同作用下的内力分析

ANALYSIS ON THE INTERNAL FORCE OF THE PLATE LAID ON THE ELASTIC FOUNDATION UNDER BOTH UNIFORM AND BOUNDARY LOADS
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摘要 弹性地基板在实际工程中有着广泛的用途.本文用一种新的计算方法即边界元─线性互补方程来计算弹性地基上受均布荷载的板在板周围地基上的边载作用下的内力.文中建立了有边载作用时的刚阵和等效荷载向量.通过算例,得到了一些有益的结论. Elastic foundation plate has many uses in actual engineering. In this paper, a new of compmational method is adopted, i. e.,the boundary element - linear complementary equation is used to ealculate the internal force of the plate laid on the elastic foundation under uniform load,the foundaTion Hround the plate is under the action of boundary load. The paper also presents the stiffness matrix under boundary loading condition and the equivalent loading vector quantity. Some useful conclusions are drawn from an example.
出处 《天津城市建设学院学报》 CAS 1996年第1期17-22,共6页 Journal of Tianjin Institute of Urban Construction
关键词 弹性地基板 边界元-线性互补方程 边载作用 荷载向量 boundary load,unilateral foundation,boundary element.linear complementary equation
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参考文献1

  • 1卜小明,严宗达.无拉力Winkler地基上自由边矩形薄板的弯曲[J]应用数学和力学,1989(05).

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