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D. Y. Jin and T. Matsui, “Stichastic Response Analysis of Jacket-Type Ocean Platforms under Simultaneously Acting Waves and Earthquakes,” American Society of Mechanical Engineers, Safety and Reliability, Vol. 2, 1997, pp. 297-302.

has been cited by the following article:

• TITLE: Seismic Response of a Typical Fixed Jacket-Type Offshore Platform (SPD1) Under Sea Waves

  AUTHORS: Khosro Bargi, S. Reza Hosseini, Mohammad H. Tadayon, Hesam Sharifian

  KEYWORDS: Fixed Offshore Platform, Nonlinear Dynamic Analysis, Earthquake, Wave, Seismic Response

  JOURNAL NAME: Open Journal of Marine Science, Vol.1 No.2, July 22, 2011

  ABSTRACT: Offshore platforms in seismically active areas should be designed to service severe earthquake excitations with no global structural failure. In seismic design of offshore platforms, it is often necessary to perform a dynamic analysis that accounts for nonlinear pile soil structures interaction effects. This paper summarizes the nonlinear dynamic analysis of a 3-D model of a typical Jacket-Type platform which is installed in Persian Gulf (SPD1), under simultaneously wave and earthquake loading has been conducted. It is assumed that they act in the same and different directions. The interaction between soil and piles is modeled by equivalent pile length theory. The structure is modeled by finite element method (Ansys Inc.). It be concluded that when the longitudinal components of the earthquake and wave are in different directions, an increase on the response of platform can be seen.