Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 125
It is interesting to point out that the obtained system of canonical equations and coefficients while rse , ras , ras , roo and Rap ; Rop are unknown , is similar to classic equations and coefficients of displacements method known from ...
It is interesting to point out that the obtained system of canonical equations and coefficients while rse , ras , ras , roo and Rap ; Rop are unknown , is similar to classic equations and coefficients of displacements method known from ...
Page 457
1993 OMAE – Volume V , Pipeline Technology ASME 1993 Abstract The peak over threshold method : Similar to the upcrossing model , except that the upcrossing rate is estimated from a probability distribution fitted to data with values ...
1993 OMAE – Volume V , Pipeline Technology ASME 1993 Abstract The peak over threshold method : Similar to the upcrossing model , except that the upcrossing rate is estimated from a probability distribution fitted to data with values ...
Page 459
Conclusion A simple method is proposed to evaluate the extreme values from time series data containing gaps . The method assumes that the data can be treated as independent and identically distributed , which ...
Conclusion A simple method is proposed to evaluate the extreme values from time series data containing gaps . The method assumes that the data can be treated as independent and identically distributed , which ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield