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 |
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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind