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A platform for research: civil engineering, architecture and urbanism
Experimental and Analytical Study of Seismic Soil-Pile-Structure Interaction in Layered Soil Half-Space
The dynamic interaction of pile foundations, embedded in a horizontally stratified soil profile, with superstructures under low to moderate earthquake excitation can be handled in different ways. In this article, the soil-pile-superstructure dynamic interaction problem has been investigated using the coupled finite element-boundary element method. Comparison with shaking table experiments of a small scale model pile shows a good correlation with the proposed method in terms of the kinematic response of pile foundations and the structural response. A parametric study of the proposed model has yielded important results essentially concerning the amplification factors of the pile foundation and the superstructure.
Experimental and Analytical Study of Seismic Soil-Pile-Structure Interaction in Layered Soil Half-Space
The dynamic interaction of pile foundations, embedded in a horizontally stratified soil profile, with superstructures under low to moderate earthquake excitation can be handled in different ways. In this article, the soil-pile-superstructure dynamic interaction problem has been investigated using the coupled finite element-boundary element method. Comparison with shaking table experiments of a small scale model pile shows a good correlation with the proposed method in terms of the kinematic response of pile foundations and the structural response. A parametric study of the proposed model has yielded important results essentially concerning the amplification factors of the pile foundation and the superstructure.
Experimental and Analytical Study of Seismic Soil-Pile-Structure Interaction in Layered Soil Half-Space
Aldimashki, Mohammad Muaz (author) / Brownjohn, James Mark William (author) / Bhattacharya, Subhamoy (author)
Journal of Earthquake Engineering ; 18 ; 655-673
2014-07-04
19 pages
Article (Journal)
Electronic Resource
English
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