Numerical Analysis of the Dynamic Response of an Offshore Platform with a Pile-Soil Foundation System Subjected to Random Waves and Currents-Reference-Cited by-同舟云学术

Numerical Analysis of the Dynamic Response of an Offshore Platform with a Pile-Soil Foundation System Subjected to Random Waves and Currents

Published:2012-07 Issue:4 Volume:138 Page:275-285
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Park Min-Su¹,Koo Weoncheol²,Kawano Kenji³

Affiliation:

1. Senior Researcher, Structural Engineering Research Division, Korea Institute of Construction Technology, Gyeonggi, Korea 411-712; formerly, Postdoctoral Researcher, Institute of Ocean Energy, Saga Univ., Saga, Japan 840-8502.

2. Associate Professor, School of Naval Architecture and Ocean Engineering, Univ. Ulsan, Ulsan, Korea 680-749 (corresponding author).

3. Professor, Dept. of Ocean and Civil Engineering, Kagoshima Univ., Kagoshima, Japan 890-8580.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000133

Reference33 articles.

1. Bea R. G. (1980). “Dynamic response of piles in offshore platforms.” Proc. Dynamic Response of Pile Foundations; Analytical Aspects ASCE 80–109.

2. Bogard D. and Matlock H. (1983). “Procedures for analysis of laterally loaded pile groups in soft clay.” Proc. Int. Specialty Conf. Geotechnical Engineering in Offshore Practice ASCE 499–535.

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