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 450
we а For instance , in the case of two environmental processes , would calculate the principal load effects X and х ( say , with one hundred year s1 return period ) , as well as certain companion values x and and determine the design ...
we а For instance , in the case of two environmental processes , would calculate the principal load effects X and х ( say , with one hundred year s1 return period ) , as well as certain companion values x and and determine the design ...
Page 11
Haver and winterskin The value in parenthesis is obtained using the 100 - year values for wind and current as obtained using the joint data sample . calculation this speed is increased by the height factor c . which for a correction ...
Haver and winterskin The value in parenthesis is obtained using the 100 - year values for wind and current as obtained using the joint data sample . calculation this speed is increased by the height factor c . which for a correction ...
Page 63
Table 4 : Design values and characteristic values for maximum tension . Units MPa . Reliability Index 4.75 4.26 3.71 Parameter 7 7 Design value Char . value Design value Char . value Design value Char . value ( 20 ] Turkstra , C.J .
Table 4 : Design values and characteristic values for maximum tension . Units MPa . Reliability Index 4.75 4.26 3.71 Parameter 7 7 Design value Char . value Design value Char . value Design value Char . value ( 20 ] Turkstra , C.J .
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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