In this paper,the boundary element methods are applied to analyse the plates ontwo-parameter elastic foundation according to two boundary integral equations.The bending mo-ment,torsion and shear force at any point of plates are discussed by means of the theory of elasticitymechanics.An example and a plate in practital engineering are analysed.The resulta show that thereare high efficiency,good accuracy and little storage with this method.
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李正良,干腾君,邓安福.双参数弹性地基板的边界元法[J].土木与环境工程学报(中英文),1995,17(1). Li Zhengliang. BOUNDARY ELEMENT METHODS FOR PLATES ON TwO-PARAMETER ELASTIC FOUNDATION[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,1995,17(1).10.11835/j. issn.1674-4764.1995.01.001