Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 71
While ISO Panel 5 has currently focused on fixed steel structures , in the future the design procedures presented ... high risk require probabilistic seismic hazard assessment , a detailed design procedure , and nonlinear DLE analysis .
While ISO Panel 5 has currently focused on fixed steel structures , in the future the design procedures presented ... high risk require probabilistic seismic hazard assessment , a detailed design procedure , and nonlinear DLE analysis .
Page 73
2 3 3 1 3 3 2 1 4 2 1 1 Table 3 - Seismic Design Requirements SRC Seismic - Action Procedure Evaluation of Seismic Activity Non - linear DLE Analysis 1 Detailed Site - specific Required 2 Detailed Recommended Site - specific or ISO maps ...
2 3 3 1 3 3 2 1 4 2 1 1 Table 3 - Seismic Design Requirements SRC Seismic - Action Procedure Evaluation of Seismic Activity Non - linear DLE Analysis 1 Detailed Site - specific Required 2 Detailed Recommended Site - specific or ISO maps ...
Page 75
In this procedure , the SLE return period can be checked against the minimum recommended values in Table 5 , and the higher value of the two return periods should be used in design . Table 7 - Scale Factor for L3 Platforms Factor 1 ...
In this procedure , the SLE return period can be checked against the minimum recommended values in Table 5 , and the higher value of the two return periods should be used in design . Table 7 - Scale Factor for L3 Platforms Factor 1 ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind