A framework to efficiently calculate the probability of failure of dynamically sensitive structures in a random sea-Reference-Cited by-同舟云学术

A framework to efficiently calculate the probability of failure of dynamically sensitive structures in a random sea

Published:2015-12 Issue: Volume:110 Page:215-226
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Mirzadeh Jalal,Kimiaei Mehrdad,Cassidy Mark Jason

Funder

Australian Research Council (ARC)

ARC

Lloyd’s Register Foundation (LRF)

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference27 articles.

1. ABS, 2004. Dynamic Analysis Procedure for Self-Elevating Drilling Units. Houston, TX.

2. Amdahl, J., Johansen, A., Svan, G., 1994. Ultimate capacity of jack-ups considering foundation behaviour. In: Proceedings of the 7th Int. Conf. on the Behaviour of Offshore Structures. USA, pp. 347-359.

3. Non-Linear Analysis of Jack-Up Structures Subjected to Random Waves;Cassidy,1999

4. Analysis of Jack-up Units Using a Constrained NewWave Methodology;Cassidy,2000

5. Analysis of jack-up units using a Constrained NewWave methodology;Cassidy;Appl. Ocean Res.,2001

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