A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic Response Analysis of Pile Foundations
Abstract A quasi-3D continuum method is presented for the dynamic nonlinear effective stress analysis of pile foundation under earthquake excitation. The method was validated using data from centrifuge tests on single piles and pile groups in liquefiable soils conducted at the University of California at Davis. Some results from this validation studies are presented. The API approach to pile response using p–y curves was evaluated using the quasi-3D method and the results from simulated earthquake tests on a model pile in a centrifuge. The recommended API stiffnesses appear to be much too high for seismic response analysis under strong shaking, but give very good estimates of elastic response.
Seismic Response Analysis of Pile Foundations
Abstract A quasi-3D continuum method is presented for the dynamic nonlinear effective stress analysis of pile foundation under earthquake excitation. The method was validated using data from centrifuge tests on single piles and pile groups in liquefiable soils conducted at the University of California at Davis. Some results from this validation studies are presented. The API approach to pile response using p–y curves was evaluated using the quasi-3D method and the results from simulated earthquake tests on a model pile in a centrifuge. The recommended API stiffnesses appear to be much too high for seismic response analysis under strong shaking, but give very good estimates of elastic response.
Seismic Response Analysis of Pile Foundations
Thavaraj, Thuraisamy (author) / Liam Finn, W. D. (author) / Wu, Guoxi (author)
2010
Article (Journal)
English
Seismic response analysis of pile foundations
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Seismic Response Analysis of Pile Foundations
| British Library Conference Proceedings | 2010
Seismic Response Analysis of Pile Foundations
| British Library Online Contents | 2010
Seismic Response Analysis of Pile Foundations
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Seismic Response of Pile Foundations
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