Nonlinear performance of offshore platforms in extreme storm waves

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 122, Issue 2, 1996, Pages 68-74

  Bea, R G ^a,b  

^a Univ of California   (United States)

^b ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0003275537     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(1996)122:2(68)     Document Type: Article

References (22)

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. Bea, R. G. (1992a). "Pile capacity for axial cyclic loading." J. Geotech. Engrg., ASCE, 118(1), 34-50.
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.
6. Bea, R. G., and Craig, M. J. K. (1993). "Development in the assessment and requalification of offshore platforms." Proc., Offshore Tech. Conf., OTC No. 7138, Vol. 3, Offshore Technology Conference, Richardson, Tex., 9-27.
7. Bea, R. G., and DesRoches, R. (1993). "Development and verification of a simplified procedure to estimate the capacity of template-type platforms." Proc., 5th Int. Symp. on Integrity of Offshore Struct. IOS '93, Glasgow Univ., Glasgow, Scotland, 129-148.
8. Bea, R. G., and Young, C. N. (1993). "Loading and capacity effects on platform performance in extreme waves and earthquakes." Proc., Offshore Tech. Conf., OTC NO. 7140, Vol. 3, Offshore Technology Conference, Richardson, Tex., 1-16.
9. Blevins, R. D. (1977). Flow-induced vibrations. Van Nostrand Reinhold Co., New York, N.Y.
10. Greenbaum, J. (1994). "Effects of cyclic degradation on dynamic response of marine foundations in extreme storm waves." Proj. Rep., Dept. of Naval Architecture & Offshore Engrg., University of California, Berkeley.
11. Gudmestad, O. T. (1984). "Nonlinear effects in hydrodynamic waves with some applications to offshore structures." Res. Rep. R84-08, Order No. 768, Dept. of Civ. Engrg., MIT, Cambridge, Mass.
12. Hahn, G. D. (1995). "Effects of sea-surface fluctuations on response of offshore structures." J. Struct. Engrg., ASCE, 121(1), 63-74.
13. Heideman, J. C., and Weaver, T. O. (1992). "Static wave force procedure for platform design." Proc., Civ. Engrg. in the Oceans V, ASCE, New York, N.Y., 496-517,
14. Karunakaran, D., Spidsøe, N., Gudmestand, O. T., and Moan, T. (1993). "Stochastic dynamic tome domain analysis of drag-dominated offshore platforms." Struct. Dynamics - EURODYN '93, Moan et al., eds., Balkema, Rotterdam, 1165-1174.
15. McDonald, D. T., Bando, K., Bea, R. G., and Sobey, R. J. (1990). "Near surface wave forces on horizontal members and decks of offshore platforms." Final Rep., Coast, and Hydr. Engrg., Dept. of Civ. Engrg., Univ. of California, Berkeley.
16. Morison, D. G. (1992). "Dynamic design of deep water bottom-founded towers." Proc., Civ. Engrg. in the Oceans V, R. T. Hudspeth, ed., ASCE, New York, N.Y., 850-889.
17. Ruhl, J. A. (1976). "Offshore platforms: observed behavior and comparisons with theory." Proc., Offshore Tech. Conf, OTC No. 2553, Vol. 2, Offshore Technology Conference, Richardson, Tex., 333-352.
18. Spidsøe, N., and Langen, I. (1985). "Damping of fixed offshore platforms." Proc., Behaviour of Offshore Structures BOSS'85 Conf., Elsevier Science Publishers, Amsterdam, The Netherlands, 915-925.
19. Stewart, G. (1992). "Non-linear structural dynamics by the pseudo-force influences method, part II: Application to offshore platform collapse." Proc., Int. Offshore and Polar Engrg. (ISOPE) Conf, Int. Assoc. of Offshore and Polar Engrs. (ISOPE), Golden, Colo., Vol. 1, 264-271.
20. Tromans, P. S., and van de Graaf, J. W. (1992). "A substantial risk assessment of a jacket structure." Proc., Offshore Tech. Conf, OTC No. 7075, Vol. 2, Offshore Technology Conference, Richardson, Tex., 651 -662.
21. Tung, C. C., and Yang, C. H. (1991). "Effects of free surface fluctuation on response of offshore structures." Proc., First Int. Offshore Polar Engrg. Conf, Society of Offshore and Polar Engineers, Goldon, Colo., 183-193.
22. Zayas, V. A., Shing, P.-S. B., Mahin, S. A., and Popov, E. P. (1981). "Inelastic structural modeling of braced offshore platforms for seismic loading." Rep. No. UCB/EERC-81/04, Earthquake Engrg. Res. Ctr., Univ. of California, Berkeley.