Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 89
... method is not available for general nonlinear problems . of new In this paper the authors present a method to establish the joint probability density function nonlinear response as well as its first and second derivatives by a rather ...
... method is not available for general nonlinear problems . of new In this paper the authors present a method to establish the joint probability density function nonlinear response as well as its first and second derivatives by a rather ...
Page 107
... method is applied on a three degree - of - freedom model . The power spectrum of the response determined by the proposed method compares well with the one obtained by Monte - Carlo simulation . 1 Introduction It is well known that the ...
... method is applied on a three degree - of - freedom model . The power spectrum of the response determined by the proposed method compares well with the one obtained by Monte - Carlo simulation . 1 Introduction It is well known that the ...
Page 200
... method for determining the equivalent loading shall be introduced . The mean damage method : PS The equivalent stress intensity factor range AK.q.JPG by the mean damage method is an average AK with the virtual crack growth increment per ...
... method for determining the equivalent loading shall be introduced . The mean damage method : PS The equivalent stress intensity factor range AK.q.JPG by the mean damage method is an average AK with the virtual crack growth increment per ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
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Common terms and phrases
analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld