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Paper IV.1

Structure-Soil-Structure Interaction Considering Local Nonlinearities

N. Chouw and G. Schmid

Department of Civil Engineering, Ruhr-University Bochum, Bochum, Germany

doi:10.4203/ccp.51.4.1

N. Chouw, G. Schmid, "Structure-Soil-Structure Interaction Considering Local Nonlinearities", in G. Thierauf, (Editor), "Engineering Structures under Earthquake Loading", Civil-Comp Press, Edinburgh, UK, pp 61-66, 1997. doi:10.4203/ccp.51.4.1

Abstract

An approach to analyse structural vibration considering structure- soil-structure interaction and nonlinearities is presented. The structures are described by finite elements and the subsoil by boundary elements in the Laplace domain. Nonlinearities, e.g. pounding between buildings during earthquakes, will be taken into account by alternatively performing the calculations in the Laplace domain and time domain. Investigations show that a realistic vibration response of buildings can not be deducted from analysis without consideration of the structure-soil-structure interaction.

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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: 51 ENGINEERING STRUCTURES UNDER EARTHQUAKE LOADING Edited by: G. Thierauf Paper IV.1 Structure-Soil-Structure Interaction Considering Local Nonlinearities N. Chouw and G. Schmid Department of Civil Engineering, Ruhr-University Bochum, Bochum, Germany doi:10.4203/ccp.51.4.1 purchase the full-text of this paper Full Bibliographic Reference for this paper N. Chouw, G. Schmid, "Structure-Soil-Structure Interaction Considering Local Nonlinearities", in G. Thierauf, (Editor), "Engineering Structures under Earthquake Loading", Civil-Comp Press, Edinburgh, UK, pp 61-66, 1997. doi:10.4203/ccp.51.4.1 Abstract An approach to analyse structural vibration considering structure- soil-structure interaction and nonlinearities is presented. The structures are described by finite elements and the subsoil by boundary elements in the Laplace domain. Nonlinearities, e.g. pounding between buildings during earthquakes, will be taken into account by alternatively performing the calculations in the Laplace domain and time domain. Investigations show that a realistic vibration response of buildings can not be deducted from analysis without consideration of the structure-soil-structure interaction. 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 £25 +P&P)
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