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 217
This computer program computes probability of failure together with sensitivity factors for the input parameters . ... The influence of a random variable i in the limit state function is expressed by the sensitivity factor ai , for ...
This computer program computes probability of failure together with sensitivity factors for the input parameters . ... The influence of a random variable i in the limit state function is expressed by the sensitivity factor ai , for ...
Page 223
The Newman - Raju solutions for stress intensity factor are used along with additional corrections to account for weld notch stresses and the gradient of geometric stress along the crack length The basic Paris law for crack growth is ...
The Newman - Raju solutions for stress intensity factor are used along with additional corrections to account for weld notch stresses and the gradient of geometric stress along the crack length The basic Paris law for crack growth is ...
Page 225
For a 45 ' non - load carrying fillet weld the Yw factor is given by 0.063 -0.2795 Y w 0.7297 ( € T ) ( a / T ) -0 . W Sfor a / T < 0.05 ( 3 ) 1 for a / T > 0.325 Fig . 1 ( b ) Stress distribution through the thickness of the plate at ...
For a 45 ' non - load carrying fillet weld the Yw factor is given by 0.063 -0.2795 Y w 0.7297 ( € T ) ( a / T ) -0 . W Sfor a / T < 0.05 ( 3 ) 1 for a / T > 0.325 Fig . 1 ( b ) Stress distribution through the thickness of the plate at ...
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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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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 |