Nonlinear response of pile foundations is the most important part of potential nonlinear response of pile supported offshore platforms to seismic excitations. Soil nonlinearity, soil radiation damping and structural material damping are the main sources of energy dissipation in seismic behavior of offshore piles. In this study, a practical BNWF (Beam on Nonlinear Winkler foundation) model is used to compute the nonlinear lateral response of piles, embedded in layered soil deposits, subjected to seismic loading. The results of equivalent linear and nonlinear earthquake free field ground motion analyses are used as the input excitations at support nodes of the model. Sensitivity of the pile seismic responses to structural material damping ratios are discussed and addressed in this paper. Numerical results are compared with centrifuge test results.
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ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering
June 15–20, 2008
Estoril, Portugal
Conference Sponsors:
- Ocean, Offshore and Arctic Engineering Division
ISBN:
978-0-7918-4819-7
PROCEEDINGS PAPER
Effects of Structural Material Damping on Nonlinear Seismic Response of Offshore Piles
Mehrdad Kimiaei
Mehrdad Kimiaei
University of Western Australia, Perth, WA, Australia
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Mehrdad Kimiaei
University of Western Australia, Perth, WA, Australia
Paper No:
OMAE2008-57809, pp. 771-778; 8 pages
Published Online:
July 27, 2009
Citation
Kimiaei, M. "Effects of Structural Material Damping on Nonlinear Seismic Response of Offshore Piles." Proceedings of the ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. Volume 2: Structures, Safety and Reliability. Estoril, Portugal. June 15–20, 2008. pp. 771-778. ASME. https://doi.org/10.1115/OMAE2008-57809
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