Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 405
The platform foundation consists of eight 72 " piles ( 01829 ) with a penetration of
61.8 The required pile penetration has been determined in a plastic ultimate limit
state ( ULS - P ) analysis while the pile sectional dimensions have been ...
The platform foundation consists of eight 72 " piles ( 01829 ) with a penetration of
61.8 The required pile penetration has been determined in a plastic ultimate limit
state ( ULS - P ) analysis while the pile sectional dimensions have been ...
Page 609
The following limit states will be required : ultimate Limit state , Plastic
AnalysisULS - P The lateral soil - structure interaction curve is modelled by p - y
curves . Ultimate Limit state , Elastic AnalysisULS - E The principle of the shape
of the ...
The following limit states will be required : ultimate Limit state , Plastic
AnalysisULS - P The lateral soil - structure interaction curve is modelled by p - y
curves . Ultimate Limit state , Elastic AnalysisULS - E The principle of the shape
of the ...
Page 158
Another measure of redundancy is defined by the reserve strength factor (Lloyd
and Clawson, 1984, Frangopol and Curley, 1987a) as follows Rreicr = Qint/Qnom
(2) where Qint and Qn0m are the ultimate strength of the undamaged (i.e., ...
Another measure of redundancy is defined by the reserve strength factor (Lloyd
and Clawson, 1984, Frangopol and Curley, 1987a) as follows Rreicr = Qint/Qnom
(2) where Qint and Qn0m are the ultimate strength of the undamaged (i.e., ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
SECONDORDER EFFECTS | 113 |
Copyright | |
47 other sections not shown
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
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, 1991 |
| Export Citation | BiBTeX EndNote RefMan |