Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 45
... linear superposition theory on the response analysis of VLFS was validated . Finally , we expand such time domain analytical method to 2nd - oder response problem . 1. INTRODUCTION Many researchers have been studying Very Large Floating ...
... linear superposition theory on the response analysis of VLFS was validated . Finally , we expand such time domain analytical method to 2nd - oder response problem . 1. INTRODUCTION Many researchers have been studying Very Large Floating ...
Page 93
... linear function relating strain and axial stiffness : Tq = AE € ; € = " - li where l is the unstretched length of the ith cable element , A is the cross section area of the cable element , E is the effective Young's modulus of the cable ...
... linear function relating strain and axial stiffness : Tq = AE € ; € = " - li where l is the unstretched length of the ith cable element , A is the cross section area of the cable element , E is the effective Young's modulus of the cable ...
Page 157
... linear estimate given by Eq . 2. That is , the linear resonant air chamber volume is an upper bound to the resonant air chamber volume for all conditions . This is an important design characteristic since Eq . 2 gives an upper bound to ...
... linear estimate given by Eq . 2. That is , the linear resonant air chamber volume is an upper bound to the resonant air chamber volume for all conditions . This is an important design characteristic since Eq . 2 gives an upper bound to ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind