Risk assessment and management based hurricane and earthquake criteria have
been developed for design and requalification of Petroleos Mexicano platfo
rms in the Bay of Campeche. Results from recent field tests were used to ve
rify the loading and capacity analytical models and to characterize the bia
ses and uncertainties in these models. American Petroleum Institute wind an
d wave loading and earthquake response spectra-based procedures were used t
o determine the loadings associated with extreme condition hurricanes and e
arthquakes. Assessment of the platform capacities included recognition of t
he time-dependent loading and nonlinear platform capacity characteristics.
The platform element capacities were based on current American Petroleum In
stitute working stress design and load and resistance factor design procedu
res. Design and requalification criteria to evaluate the platform system re
serve strength ratios that resulted from the application of the risk assess
ment and management are summarized in this paper. Working stress design and
LRFD parameters are not detailed in this paper due to paper length limitat
ions.