Structural Engineering and Mechanics

Volume 21, Number 4, 2005, pages 437-450

DOI: 10.12989/sem.2005.21.4.437

An effective finite element approach for soil-structure analysis in the time-domain

L. Lehmann

Abstract

In this study, a complete analysis of soil-structure interaction problems is presented which includes a modelling of the near surrounding of the building (near-field) and a special description of the wave propagation process in larger distances (far-field). In order to reduce the computational effort which can be very high for time domain analysis of wave propagation problems, a special approach based on similarity transformation of the infinite domain on the near-field/far-field interface is applied for the wave radiation of the far-field. The near-field is discretised with standard Finite Elements, which also allows to introduce non-linear material behaviour. In this paper, a new approach to calculate the involved convolution integrals is presented. This approximation in time leads to a dramatically reduced computational effort for long simulation times, while the accuracy of the method is not affected. Finally, some benchmark examples are presented, which are compared to a coupled Finite Element/Boundary Element approach. The results are in excellent agreement with those of the coupled Finite Element/Boundary Element procedure, while the accuracy is not reduced. Furthermore, the presented approach is easy to incorporate in any Finite Element code, so the practical relevance is high.

Key Words

soil-structure interaction; time domain; finite element method; scaled boundary finite element method; coupled analysis.

Address

Institute of Applied Mechanics, Technical Univ. of Braunschweig, Spielmannstr. 11, D-38106 Braunschweig,<br />Germany