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contributor authorChang-New Chen
date accessioned2017-05-08T22:38:32Z
date available2017-05-08T22:38:32Z
date copyrightDecember 1998
date issued1998
identifier other%28asce%290733-9399%281998%29124%3A12%281381%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84734
description abstractA new numerical approach for solving the problem of a beam resting on an elastic foundation is proposed. The approach uses the differential quadrature (DQ) to discretize the governing differential equations defined on all elements, the transition conditions defined on the interelement boundaries of two adjacent elements, and the boundary conditions of the beam. By assembling all the discrete relation equations, a global linear algebraic system can be obtained. Numerical results of the solutions of beams resting on elastic foundations obtained by the DQEM are presented.
publisherAmerican Society of Civil Engineers
titleSolution of Beam on Elastic Foundation by DQEM
typeJournal Paper
journal volume124
journal issue12
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1998)124:12(1381)
treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 012
contenttypeFulltext


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