Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 27
Accordingly the new model reads : t'stst ' + BT2 / 2 : N By decomposing a time series of bottom wave velocities in irregular waves into zero - upcrossing and zero - downcrossing half - wave cycles it is possible to define local wave ...
Accordingly the new model reads : t'stst ' + BT2 / 2 : N By decomposing a time series of bottom wave velocities in irregular waves into zero - upcrossing and zero - downcrossing half - wave cycles it is possible to define local wave ...
Page 112
Qiu and Zhuang ( 19 ) performed some numerical research on the uplifting wave force acting on the bottom of a gravity platform . This paper studies the wave induced uplifting force and overturning moment experienced by a large vertical ...
Qiu and Zhuang ( 19 ) performed some numerical research on the uplifting wave force acting on the bottom of a gravity platform . This paper studies the wave induced uplifting force and overturning moment experienced by a large vertical ...
Page 114
Gravity Waves propagated over permeable bottom " , J. The Waterways , Harbors and Coastal Engineering Divison ASCE , Vol . 102 , No.2 , 1976 . 12. Mokmeyer , P.L. et al " Wave - induced seepage effects on buried pipeline " , Coastal ...
Gravity Waves propagated over permeable bottom " , J. The Waterways , Harbors and Coastal Engineering Divison ASCE , Vol . 102 , No.2 , 1976 . 12. Mokmeyer , P.L. et al " Wave - induced seepage effects on buried pipeline " , Coastal ...
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding