Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 469
Is cos ( wi jdt ) df = ( 10 ) i = 1 M shows that the transverse responses are quite large ( 27 % of the ... Once the impulse response functions are computed , the measured random wave elevation may be input to Eqn . 11 and the particle ...
Is cos ( wi jdt ) df = ( 10 ) i = 1 M shows that the transverse responses are quite large ( 27 % of the ... Once the impulse response functions are computed , the measured random wave elevation may be input to Eqn . 11 and the particle ...
Page 511
Even for tether operating in an unstable condition , their response amplitude is limited due to hydrodynamic fluid damping force but the response magnitudes vary according to the Mathieu parameters . The response amplitudes of the ...
Even for tether operating in an unstable condition , their response amplitude is limited due to hydrodynamic fluid damping force but the response magnitudes vary according to the Mathieu parameters . The response amplitudes of the ...
Page 636
Motion response in design condition ( H 15.5 m ) . Standard deviations of first order ( HF ) and low frequency ( LF ) motion response in heave S c.g > 0 1 2 3 4 5 6 7 8 9 10 12 13 15 16 17 18 19 20 s st . dev . LF motion I st . dev .
Motion response in design condition ( H 15.5 m ) . Standard deviations of first order ( HF ) and low frequency ( LF ) motion response in heave S c.g > 0 1 2 3 4 5 6 7 8 9 10 12 13 15 16 17 18 19 20 s st . dev . LF motion I st . dev .
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Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
Hydrodynamic Forces | 337 |
Uncertainties in Estimating SecondOrder LowFrequency Wave Forces and Responses | 343 |
Copyright | |
17 other sections not shown
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Common terms and phrases
acceleration added amplitude analysis assumed behaviour bending body cable calculated coefficient column compared component concept concrete connection considered curvature curves cylinder damping deck deformation determined developed direction displacement domain drag dynamic effect element Engineering equation field Figure flexible force frequency friction function given hydrodynamic impact increase installation internal jack jacket joint length lifeboat lift force linear load mass matrix mean measured Mechanics method mode motion natural nodes nonlinear obtained Offshore operation performed period phase pile pipe platform position presented pressure production reduced region relative represents respectively response riser rotation seabed ship shown shows soil solution static stiffness structure Table tension tether unit values vector vessel vibration water depth wave
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791807177, 9780791807170 |
| Export Citation | BiBTeX EndNote RefMan |