TECHNICAL PAPERS
May 1, 1984

Design of Guyed Tower for 1,000 ft of Water

Publication: Journal of Structural Engineering
Volume 110, Issue 5

Abstract

The guyed tower is a new structural system that is technically feasible and economically competitive in the development of deepwater petroleum reserves. The installation of Exxon's Lena guyed tower in 1,000 ft (305 m) of water has culminated 12 yr of guyed tower technology development. The platform is the second deepest in the world, and the installation of the three‐level drilling and production deck and two drilling rigs makes it the tallest, at a total height of 1,305 ft (398 m). The platform design is reviewed with emphasis on features unique to a guyed tower. Structural design, buoyancy tank design, guyed system design, pile foundation design, transportation and launch design, and pipeline riser design are covered. Severe storm analysis and fatigue analysis for the tower are also covered.

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References

1.
Bardgett, J. J., and Irick, J. T., “Construction of the Hondo Platform in 850 Feet of Water in the Santa Barbara Channel,” OTC 2959, Offshore Technology Conference, May, 1977.
2.
Brinkmann, C. R., “Dynamic Interaction of a Guyed Tower with its Guying System,” Proceedings of ASME Energy‐Sources Technology Conference, Houston, Jan., 1983.
3.
Delflache, M. L., et al., “Design of the Hondo Platform for 850 Feet Water Depth in the Santa Barbara Channel,” OTC 2960, Offshore Technology Conference, May, 1977.
4.
Finn, L. D., “A New Deepwater Offshore Platform—The Guyed Tower,” OTC 2688, Offshore Technology Conference, May 1976.
5.
Finn, L. D., and Young, K. E., “The Test Guyed Tower,” OTC 3131, Offshore Technology Conference, May, 1978.
6.
Finn, L. D., and Thomas, G. G., “A Guyed Tower for North Sea Production,” ONS‐80 T‐II/5, Offshore North Sea, Aug., 1980.
7.
Maddox, N. R., and Wildenstein, A. W., “A Spectral Fatigue Analysis for Offshore Structures,” OTC 2261, Offshore Technology Conference, May, 1975.
8.
Robinson, R. J., Brannon, H. R., and Kattawar, G. W., “Storm Wave Characteristics,” SPEJ, Mar., 1967, pp. 87–98

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 110Issue 5May 1984
Pages: 1083 - 1098

History

Published online: May 1, 1984
Published in print: May 1984

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Authors

Affiliations

M. Sidney Glasscock, M. ASCE
Sr. Staff Engr., Exxon Co., U.S.A. Post Office 2189, Houston, Tex. 77001
Lyle D. Finn
Sr. Research Assoc., Exxon Production Research Co., Post Office 2189, Houston, Tex. 77001

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