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M. Heininsuo*, S. Malmi+ and A. Miettinen+

*KPM Engineering Ltd., Tampere, Finland
+Tampere University of Technology, Tampere, Finland

doi:10.4203/ccp.9.11.1

M. Heininsuo, S. Malmi, A. Miettinen, "Dynamic Analysis of Layered Beams", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 29-36, 1989. doi:10.4203/ccp.9.11.1

Abstract

The general theory of the exact FEM is presented in the paper for the analyzing purposes of elastic layered beams subjected to the transient dynamic loads. The equations for dynamic stiffness matrices (i.e. frequency dependent stiffness matrices) are given in the previous papers. Some new exact results are presented and the comparisons are made with the results calculated by the general purpose program ABAQUS. The method presented is suitable for the analysis of layered beams because a small number of finite elements is needed in the calculation procedure.

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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: 9/10 PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XI.1 Dynamic Analysis of Layered Beams M. Heininsuo, S. Malmi+ and A. Miettinen+ KPM Engineering Ltd., Tampere, Finland +Tampere University of Technology, Tampere, Finland doi:10.4203/ccp.9.11.1 purchase the full-text of this paper Full Bibliographic Reference for this paper M. Heininsuo, S. Malmi, A. Miettinen, "Dynamic Analysis of Layered Beams", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 29-36, 1989. doi:10.4203/ccp.9.11.1 Abstract The general theory of the exact FEM is presented in the paper for the analyzing purposes of elastic layered beams subjected to the transient dynamic loads. The equations for dynamic stiffness matrices (i.e. frequency dependent stiffness matrices) are given in the previous papers. Some new exact results are presented and the comparisons are made with the results calculated by the general purpose program ABAQUS. The method presented is suitable for the analysis of layered beams because a small number of finite elements is needed in the calculation procedure. 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 £78 +P&P)
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