Nonlinear Performance of Offshore Platforms in Extreme Storm Waves-Reference-Cited by-同舟云学术

Nonlinear Performance of Offshore Platforms in Extreme Storm Waves

Published:1996-03 Issue:2 Volume:122 Page:68-74
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering

Author:

Bea R. G.

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%290733-950X%281996%29122%3A2%2868%29

Reference22 articles.

1. American Petroleum Institute API. (1993). “Recommended practice for planning designing and constructing fixed offshore platforms—Load and resistance factor design.” API Recommended Practice 2A-LRFD (RP2A-LRFD) First. Ed. Washington D.C. July.

2. Bea R. G. (1991). “Loading and load effects uncertainties.” Rep. to Can. Standards Assoc. Verification Program for CSA Code for the Design Construction and Installation of Fixed Offshore Structures Proj. No. D-3 October Canadian Standard Association Ottowa Canada.

3. Pile Capacity for Axial Cyclic Loading by D. V. Griffiths

4. Bea R. G. (1992b). “Structural reliability: Design and re-qualification of offshore platforms.” Proc. Int. Workshop on Reliability of Offshore Operations NIST Spec. Publ. 833 E. Simiu ed. Nat. Inst. of Standards and Tech. Gaithersburg Va. 41–68.

5. Bea R. G. (1993). “Evaluation of uncertainties in loadings on offshore structures due to extreme environmental conditions. “ J. Offshore Mech. and Arctic Engrg. 115(Nov.) 237–245.

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