Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 61
Page 65
A framework for assessing the risk of tether failure of tension leg platforms ( TLP ) is presented . Different failure modes of the structure are classified . An example TLP located in the northern North Sea is analyzed .
A framework for assessing the risk of tether failure of tension leg platforms ( TLP ) is presented . Different failure modes of the structure are classified . An example TLP located in the northern North Sea is analyzed .
Page 69
Upon the first tether failure , the axial variable stress in the remaining tethers in the same leg increases by a factor of n / ( n1 ) . As the bending stress is not affected , which is 70 % of the total variable stress , the scale ...
Upon the first tether failure , the axial variable stress in the remaining tethers in the same leg increases by a factor of n / ( n1 ) . As the bending stress is not affected , which is 70 % of the total variable stress , the scale ...
Page 69
a l'pon the first tether failure , the axial variable stress in the remaining tethers in the same leg increases by a factor of n / ( n1 ) . As the bending stress is not affected , which is 70 % of the total variable stress , the scale ...
a l'pon the first tether failure , the axial variable stress in the remaining tethers in the same leg increases by a factor of n / ( n1 ) . As the bending stress is not affected , which is 70 % of the total variable stress , the scale ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
30 other sections not shown
Other editions - View all
Common terms and phrases
added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |