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contributor authorRafael Ramos
contributor authorHead
contributor authorOffice of Special Studies.
contributor authorFaustino Pérez
contributor authorHead
contributor authorOffice of Inspection and Maintenance.
contributor authorRoberto Ortega Ramirez
contributor authorHead
contributor authorDepartment of Civil Engineering.
date accessioned2017-05-09T00:03:07Z
date available2017-05-09T00:03:07Z
date copyrightMay, 2000
date issued2000
identifier issn0892-7219
identifier otherJMOEEX-28146#72_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/124151
description abstractThis paper presents an overall view of the research and developments achieved during the generation of local risk-based criteria for design and assessment of platforms in Bay of Campeche. The results from two studies on meteorological and oceanographic characterization and wave height attenuation due to soft bottom interaction are first presented and discussed. Then, the results from a study on wave loading on decks is presented followed by a discussion on earthquake characterization. Two more studies on the biases and uncertainties involved in the evaluation of the capacities of tubular joints and pile foundations are next presented. Finally, a brief discussion on fatigue life of tubular joints is presented. In each section, the final uncertainty values considered to set the safety requirements are shown. [S0892-7219(00)00301-0]
publisherThe American Society of Mechanical Engineers (ASME)
titleMexico Engineering Experiences and Developments
typeJournal Paper
journal volume122
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.533729
journal fristpage72
journal lastpage80
identifier eissn1528-896X
keywordsStructures
keywordsStress
keywordsWaves
keywordsDesign
keywordsSoil
keywordsEarthquakes
keywordsFailure
keywordsStress
keywordsReliability
keywordsWater
keywordsSafety
keywordsFatigue
keywordsStorms AND Engineering standards
treeJournal of Offshore Mechanics and Arctic Engineering:;2000:;volume( 122 ):;issue: 002
contenttypeFulltext


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