Key Issues Associated With Development of Reassessment and Requalification Criteria for Platforms in the Bay of Campeche, Mexico

[+] Author and Article Information
R. G. Bea

Department of Civil and Environmental Engineering, University of California at Berkeley, 212 McLaughlin Hall, Berkeley, CA 94720-1712 e-mail: bea@ce.berkeley.edu

O. Valle

Instuito Mexicano del Petroleo, Mexico D.F. 07730, Mexico

J. Offshore Mech. Arct. Eng 122(1), 7-19 (Nov 10, 1999) (13 pages) doi:10.1115/1.533719 History: Received July 15, 1999; Revised November 10, 1999
Copyright © 2000 by ASME
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Distribution of types of platforms in the south portion of the Bay of Campeche
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Comparison of Glenn and Oceanweather expected annual maximum hurricane wave heights
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Tracks of historic hurricanes affecting the Bay of Campeche
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Expected maximum wave heights in various water depths
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Measured storm maximum significant wave heights compared with Oceanweather hindcast significant wave heights
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Logic tree for selection of hydrodynamic drag coefficients
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Platform lateral loading-displacement characteristics
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Transient dynamic nonlinear hurricane loading effects
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Bay of Campeche earthquake plate tectonics and sources
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Seismic events (M≥5.0) affecting the Bay of Campeche region, 1800–1996
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Proposed revised ISO elastic design response spectra (T=period of system, D=damping of system, n=site classification factor for short period range, y=site classification factor for long period range, e=seismotectonic conditions factor)
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Mean and envelope response spectra
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Loading affects factors for deep alluvium sites
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Load reduction factors and ultimate to linear ratios
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Platform load and displacement capacities
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Element resistance factors for design of new SSC 1 platforms
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Element resistance factors for requalification of SSC 3 platforms
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IMP platform inspections program system
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Development of RCM inspection programs




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