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Dynamic Behavior of Underground Structures in Multi-Layered Media

Journal Key Engineering Materials (Volumes 297 - 300)
Volume Advances in Fracture and Strength
Edited by Young-Jin Kim, Dong-Ho Bae and Yun-Jae Kim
Pages 78-83
DOI 10.4028/www.scientific.net/KEM.297-300.78
Citation Sung Woo Park et al., 2005, Key Engineering Materials, 297-300, 78
Online since November, 2005
Authors Sung Woo Park, Jong Woo Rhee, Weon Keun Song, Moon Kyum Kim
Keywords Coupled Finite and Boundary Element Method, Dynamic Fundamental Solution
Abstract

This study performs dynamic analysis of underground structures on multi-layered half planes in frequency domain by using the coupled finite and boundary element method. The near field including underground structures is modeled with onventional finite elements, while the far field is modeled with boundary elements which satisfies radiation conditions. In evaluating the dynamic fundamental solutions, semi-analytical solutions due to line loads are employed. Therefore, the range of wavenumber integration can be reduced significantly. These solutions satisfy the reflection and transmission conditions of waves at each layer interface, so that the multi-region problem can be analyzed. Numerical examples are given to demonstrate the accuracy and efficiency of the proposed method.

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