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 610
When the total axial displacement reaches twice the yield displacement , 4 , and the member undergoes permanent deformation , it is then elastically unloaded to P = 0 state . The damaged member is subsequently subjected to applied axial ...
When the total axial displacement reaches twice the yield displacement , 4 , and the member undergoes permanent deformation , it is then elastically unloaded to P = 0 state . The damaged member is subsequently subjected to applied axial ...
Page 609
( a ) Elastic Displacement de Geometric Data L M The elastic component of axial displacement is obtained from the usual linear stress - strain law and is given by : a mm 1.435 = 24.15 5.00 0.01 0.00 mm 8 / L / L PL EA ນ C where A is ...
( a ) Elastic Displacement de Geometric Data L M The elastic component of axial displacement is obtained from the usual linear stress - strain law and is given by : a mm 1.435 = 24.15 5.00 0.01 0.00 mm 8 / L / L PL EA ນ C where A is ...
Page 610
When the total axial displacement reaches twice the yield displacement , up , and the member undergoes permanent deformation , it is then elastically unloaded to P = 0 state . The damaged member is subsequently subjected to applied ...
When the total axial displacement reaches twice the yield displacement , up , and the member undergoes permanent deformation , it is then elastically unloaded to P = 0 state . The damaged member is subsequently subjected to applied ...
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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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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 |