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 101
The seabed is assumed to consist of homogeneous and isotropio sand with finite depth . Vader the sand bed is an incompressible and imper neable boundary . In 1989,0 . 8. Qiu & Li Li got the namer ical solution of hydrodynamio pore ...
The seabed is assumed to consist of homogeneous and isotropio sand with finite depth . Vader the sand bed is an incompressible and imper neable boundary . In 1989,0 . 8. Qiu & Li Li got the namer ical solution of hydrodynamio pore ...
Page 68
It is assumed that the standard deviation is 30 MPa ( this presupposes good quality control and a detailed material specification ) . The yield strength o , is modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) - 15 = 527 MPa ...
It is assumed that the standard deviation is 30 MPa ( this presupposes good quality control and a detailed material specification ) . The yield strength o , is modelled as a lognormal variable with mean = 482+ ( 2 x 30 ) - 15 = 527 MPa ...
Page 69
It is assumed that the standard deviation is 30 MPa ( this presupposes good quality control and a detailed material specification ) . The yield strength oy is modelled as a lognormal variable with mean = 482 + ( 2 x 30 ) – 15 = 527 MPa ...
It is assumed that the standard deviation is 30 MPa ( this presupposes good quality control and a detailed material specification ) . The yield strength oy is modelled as a lognormal variable with mean = 482 + ( 2 x 30 ) – 15 = 527 MPa ...
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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
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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 |