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 442
Structural analysis has been performed using Norwegian standards for design and construction of concrete structures ( Ref . 10 ) . In the present design , we have assumed that we would use C 75 concrete , as defined by the Norwegian ...
Structural analysis has been performed using Norwegian standards for design and construction of concrete structures ( Ref . 10 ) . In the present design , we have assumed that we would use C 75 concrete , as defined by the Norwegian ...
Page 442
Structural analysis has been performed using Norwegian standards for design and construction of concrete structures ( Ref . 10 ) . In the present design , we have assumed that we would use C 75 concrete , as defined by the Norwegian ...
Structural analysis has been performed using Norwegian standards for design and construction of concrete structures ( Ref . 10 ) . In the present design , we have assumed that we would use C 75 concrete , as defined by the Norwegian ...
Page 443
A fatigue analysis of the concrete tubular structure is under way , but tests and analysis performed on a similar construction have indicated that fatigue was not a determining criterion for this type of structure .
A fatigue analysis of the concrete tubular structure is under way , but tests and analysis performed on a similar construction have indicated that fatigue was not a determining criterion for this type of structure .
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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 |