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Paper II.4

Dynamic Cross-Interaction of Two Massive 3-D Foundations to Rayleigh Waves

J. Qian* and D.E. Beskos#

*Institut für Statik und Dynamik, Ruhr-Universität Bochum, Bochum, Germany
#Department of Civil Engineering, University of Patras, Patras, Greece

doi:10.4203/ccp.23.2.4

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J. Qian, D.E. Beskos, "Dynamic Cross-Interaction of Two Massive 3-D Foundations to Rayleigh Waves", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Simulation and Interaction Techniques", Civil-Comp Press, Edinburgh, UK, pp 37-49, 1994. doi:10.4203/ccp.23.2.4

Abstract

The dynamic response of a group of rigid surface foundations bonded to an elastic half-space and subjected to the action of horizontally propagating Rayleigh waves is studied using the boundary element method. The Green's function for the half-space and quadratic quadrilateral isoparametric elements are adopted in the numerical computations. The effects of the frequency, the incident angle and the distance of separation between foundations on the dynamic behaviour of the massless or massive foundation system are thoroughly discussed.

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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: 23 ADVANCES IN SIMULATION AND INTERACTION TECHNIQUES Edited by: M. Papadrakakis and B.H.V. Topping Paper II.4 Dynamic Cross-Interaction of Two Massive 3-D Foundations to Rayleigh Waves J. Qian* and D.E. Beskos# *Institut für Statik und Dynamik, Ruhr-Universität Bochum, Bochum, Germany #Department of Civil Engineering, University of Patras, Patras, Greece doi:10.4203/ccp.23.2.4 purchase the full-text of this paper Full Bibliographic Reference for this paper J. Qian, D.E. Beskos, "Dynamic Cross-Interaction of Two Massive 3-D Foundations to Rayleigh Waves", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Simulation and Interaction Techniques", Civil-Comp Press, Edinburgh, UK, pp 37-49, 1994. doi:10.4203/ccp.23.2.4 Abstract The dynamic response of a group of rigid surface foundations bonded to an elastic half-space and subjected to the action of horizontally propagating Rayleigh waves is studied using the boundary element method. The Green's function for the half-space and quadratic quadrilateral isoparametric elements are adopted in the numerical computations. The effects of the frequency, the incident angle and the distance of separation between foundations on the dynamic behaviour of the massless or massive foundation system are thoroughly discussed. 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 £60 +P&P)
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