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 346
Then the time series of horizontal and vertical distances between mooring point and anchor point are obtained , which will be represented by h ( t ) and v ( t ) respectively . Using n ( t ) , v ( t ) , length of mooring line and its ...
Then the time series of horizontal and vertical distances between mooring point and anchor point are obtained , which will be represented by h ( t ) and v ( t ) respectively . Using n ( t ) , v ( t ) , length of mooring line and its ...
Page 603
Total pulling capacity suction pile di and dz Depths from water surface to top of pile , respectively to sea bottom level outside pile do In the axial capacity , the suction effect is included . It is important to understand the ...
Total pulling capacity suction pile di and dz Depths from water surface to top of pile , respectively to sea bottom level outside pile do In the axial capacity , the suction effect is included . It is important to understand the ...
Page 617
horizontal cross sections of pile , exterior respectively interior undrained shear strength atmospheric pressure as height of water , i.e. 10 m depths from water surface to top of pile , respectively to sea bottom level outside pile ...
horizontal cross sections of pile , exterior respectively interior undrained shear strength atmospheric pressure as height of water , i.e. 10 m depths from water surface to top of pile , respectively to sea bottom level outside pile ...
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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 |