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 475
Durand and Monkmeyer ( 1980 ) presented an analytical solution under the assumption of incompressible pore water and soil ... It is assumed that the seepage action in rubble - mound seabed is expressed by non - Darcy's seepage flow .
Durand and Monkmeyer ( 1980 ) presented an analytical solution under the assumption of incompressible pore water and soil ... It is assumed that the seepage action in rubble - mound seabed is expressed by non - Darcy's seepage flow .
Page 500
The motivations behind assumption b ) are much more difficult to assess , therefore that discussion will be put off for a short ... Herein it is assumed that [ V ( z ) ) maz - 1 , but for completeness it is still retained in ( 9 ) .
The motivations behind assumption b ) are much more difficult to assess , therefore that discussion will be put off for a short ... Herein it is assumed that [ V ( z ) ) maz - 1 , but for completeness it is still retained in ( 9 ) .
Page 572
ZA We shall here assume that at the time of the earthquake there is no wind , wave or current loading on the structure . According to the Morison equation ( Sarpkaya and Isaacson , 1981 ) , the hydrodynamic load per unit length along a ...
ZA We shall here assume that at the time of the earthquake there is no wind , wave or current loading on the structure . According to the Morison equation ( Sarpkaya and Isaacson , 1981 ) , the hydrodynamic load per unit length along a ...
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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 |