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M. Mofid and M.R. Shadnam

Civil Engineering Department, Sharif University of Technology, Tehran, Iran

doi:10.4203/ccp.63.6.3

M. Mofid, M.R. Shadnam, "On the Dynamic Response of a Beam on a Tensionless Elastic Foundation", in B. Kumar, B.H.V. Topping, (Editors), "Computing Developments in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 193-196, 1999. doi:10.4203/ccp.63.6.3

Abstract

This article extends a procedure that has been used to discretize a static physical system following the assumption that a continues flexible beam can be replaced by a system of rigid bars and joints which resist relative rotation of the attached bars. This procedure is called "discrete element response of beams". The object of this paper is to present and formulate a new, simple, practical and inexpensive approximate technique for determining the response of beams with different boundary conditions, carrying a moving mass on a tensionless elastic foundation, which usually ends in very complicated nonlinear differential equations.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 63 COMPUTING DEVELOPMENTS IN CIVIL AND STRUCTURAL ENGINEERING Edited by: B. Kumar and B.H.V. Topping Paper VI.3 On the Dynamic Response of a Beam on a Tensionless Elastic Foundation M. Mofid and M.R. Shadnam Civil Engineering Department, Sharif University of Technology, Tehran, Iran doi:10.4203/ccp.63.6.3 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Mofid, M.R. Shadnam, "On the Dynamic Response of a Beam on a Tensionless Elastic Foundation", in B. Kumar, B.H.V. Topping, (Editors), "Computing Developments in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 193-196, 1999. doi:10.4203/ccp.63.6.3 Abstract This article extends a procedure that has been used to discretize a static physical system following the assumption that a continues flexible beam can be replaced by a system of rigid bars and joints which resist relative rotation of the attached bars. This procedure is called "discrete element response of beams". The object of this paper is to present and formulate a new, simple, practical and inexpensive approximate technique for determining the response of beams with different boundary conditions, carrying a moving mass on a tensionless elastic foundation, which usually ends in very complicated nonlinear differential equations. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £66 +P&P)
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