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A Study of Characteristics of Soil-Pile-Structure Interaction Behavior on the Frequency Contents of the Seismic Waves  

이종우 (한국시설안전기술공단 기술개발실)
이필규 (안양과학대학 토목환경과)
김문겸 (연세대학교 토목공학과)
김민규 (한국원자력연구소 종합안전평가부)
Publication Information
Journal of the Computational Structural Engineering Institute of Korea / v.17, no.3, 2004 , pp. 295-308 More about this Journal
Abstract
In this study, several Soil-Structure-Interaction (SSI) analyses were performed using the developed FE-BE coupling method and the seismic response behavior of the structure's systems was determined. For the verification of the fundamental solution which is used in this analysis method, a dynamic analysis of the homogeneous ground was performed and it was compared to the results of Estorff et al. In order to verify the seismic response analysis, the results are compared with those of another commercial code. Several kindd of SSI analyses were performed and the seismic response associated with the rile foundation, seismic waves and a consideration of the ground nonlinearity were determined. As a result, it was found that the pile foundations didn't greatly helpful during the seismic event.
Keywords
FE-BE coupling method; soil-structure-interaction analysis; free field analysis; pile foundation;
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