Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 87
THREE DIMENSIONAL NONLINEAR DYNAMIC ANALYSIS METHOD OF UNDERWATER LINE STRUCTURE AND ITS VALIDATION Hideyuki Suzuki and Koichiro Yoshida Department of Naval Architecture and Ocean Engineering University of Tokyo Tokyo , Japan 1.
THREE DIMENSIONAL NONLINEAR DYNAMIC ANALYSIS METHOD OF UNDERWATER LINE STRUCTURE AND ITS VALIDATION Hideyuki Suzuki and Koichiro Yoshida Department of Naval Architecture and Ocean Engineering University of Tokyo Tokyo , Japan 1.
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205 ( 13 ] Kobayashi , M. and Shimada , K. , Dynamic Response Analysis of Marine & Offshore Structures ( DREAMS ) , Mitsui Engineering & Shipbuilding Co. , Ltd. Technical Bulletin , No. 126 , Oct. 1985 , p.1 ( 14 ) DET NORSKE VERITAS ...
205 ( 13 ] Kobayashi , M. and Shimada , K. , Dynamic Response Analysis of Marine & Offshore Structures ( DREAMS ) , Mitsui Engineering & Shipbuilding Co. , Ltd. Technical Bulletin , No. 126 , Oct. 1985 , p.1 ( 14 ) DET NORSKE VERITAS ...
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The results from the elasto - plastic analysis were evaluated manually to check for local mechanisms , buckling failures etc. and the original elastic model modified to account for any permanent changes to the structure e ... member ...
The results from the elasto - plastic analysis were evaluated manually to check for local mechanisms , buckling failures etc. and the original elastic model modified to account for any permanent changes to the structure e ... member ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces