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 555
A NON - UNIFORMLY LOADED CATENARY ELEMENT A. Back - Pedersen Department of Ocean Engineering Technical University of ... The equilibrium equations are integrated analytically and because the applied load model corresponds well to the ...
A NON - UNIFORMLY LOADED CATENARY ELEMENT A. Back - Pedersen Department of Ocean Engineering Technical University of ... The equilibrium equations are integrated analytically and because the applied load model corresponds well to the ...
Page 561
A non - uniformly loaded catenary element type ( 10ʻN ] Figure 8 : Convergence for the end point forces for riser section 1 ... Distributed load [ N / m ] 10 20 30 40 Arc length ( m ) < 5 % < 2 % Figure 7 : Distributed load along riser ...
A non - uniformly loaded catenary element type ( 10ʻN ] Figure 8 : Convergence for the end point forces for riser section 1 ... Distributed load [ N / m ] 10 20 30 40 Arc length ( m ) < 5 % < 2 % Figure 7 : Distributed load along riser ...
Page 41
COMBINATION OF WIND , WAVE AND CURRENT LOADS IN THE GULF OF MEXICO Y. K. Wen University of Illinois Urbana , Illinois H. ... Risk models for the combined load effect due to hurricane winds , waves , and currents are first developed .
COMBINATION OF WIND , WAVE AND CURRENT LOADS IN THE GULF OF MEXICO Y. K. Wen University of Illinois Urbana , Illinois H. ... Risk models for the combined load effect due to hurricane winds , waves , and currents are first developed .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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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