Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 27
... structures . INTRODUCTION Topographic structures . measurement of wave motion is necessary in experimental studies of large offshore Whether dealing with fixed or floating wave - structure structures the understanding of interaction is ...
... structures . INTRODUCTION Topographic structures . measurement of wave motion is necessary in experimental studies of large offshore Whether dealing with fixed or floating wave - structure structures the understanding of interaction is ...
Page 101
... structure is action of wave induced pore - water pressure exer ted the base of the structure . The objective of this paper is to analyze the pore - water pressure in the seabed beneath a two dimensional gravity structure . The seabed ...
... structure is action of wave induced pore - water pressure exer ted the base of the structure . The objective of this paper is to analyze the pore - water pressure in the seabed beneath a two dimensional gravity structure . The seabed ...
Page 103
... structure . The force causes the structure to exert a pressure on the sand bed . This pressure can cause seepage flow in seabed and this will influence the uplifting force on bottom of the structure . This problem has not been studied ...
... structure . The force causes the structure to exert a pressure on the sand bed . This pressure can cause seepage flow in seabed and this will influence the uplifting force on bottom of the structure . This problem has not been studied ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height