Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 446
Applying cast or forged details may increase the fatigue lives as illustrated with use of weld class C or D instead of applying weld class F. These principles were also applied in the design and fabrication of the Gullfaks C MSP .
Applying cast or forged details may increase the fatigue lives as illustrated with use of weld class C or D instead of applying weld class F. These principles were also applied in the design and fabrication of the Gullfaks C MSP .
Page 474
DESCRIPTION IODS NESS MASS APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N SOC ft - k kNm ] tt - k [ kNm ] k [ kNl CASE S1 ' Straight - Pile System 18 1.00 1.00 2,900,000 4,500,000 13,000 24 WELLS ; 7,500T Payld Pile length = 780 ...
DESCRIPTION IODS NESS MASS APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N SOC ft - k kNm ] tt - k [ kNm ] k [ kNl CASE S1 ' Straight - Pile System 18 1.00 1.00 2,900,000 4,500,000 13,000 24 WELLS ; 7,500T Payld Pile length = 780 ...
Page 475
DESCRIPTION IODS NESS MASS APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N SOC It - k [ kNm tt - k [ kNm ] l k ( kN ) CASE S1 ' Straight - Pile System ' 18 1.00 1.00 2,900,000 4,500,000 13,000 24 WELLS ; 7,500T Payld Pile length ...
DESCRIPTION IODS NESS MASS APPLIED DYNAMIC PILE RATIO RATIO MOMENT MOMENT REACT'N SOC It - k [ kNm tt - k [ kNm ] l k ( kN ) CASE S1 ' Straight - Pile System ' 18 1.00 1.00 2,900,000 4,500,000 13,000 24 WELLS ; 7,500T Payld Pile length ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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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 |