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 466
When the X - axial deformation of mid cross section is evaluated by difference between the X - axial displacements at the top and at the bottom of mid cross section , Kn can be considered as an indicator of the X - axial local ...
When the X - axial deformation of mid cross section is evaluated by difference between the X - axial displacements at the top and at the bottom of mid cross section , Kn can be considered as an indicator of the X - axial local ...
Page 610
In this final example , the bi - axial bending of the beam , now simplysupported , with permanent plastic deformation is studied . The axial load is first applied without eccentricity and thus causes bending only in the x - y plane ...
In this final example , the bi - axial bending of the beam , now simplysupported , with permanent plastic deformation is studied . The axial load is first applied without eccentricity and thus causes bending only in the x - y plane ...
Page 610
In this final example , the bi - axial bending of the beam , now simply . supported , with permanent plastic deformation is studied . The axial load is first applied without eccentricity and thus causes bending only in the x - y plane ...
In this final example , the bi - axial bending of the beam , now simply . supported , with permanent plastic deformation is studied . The axial load is first applied without eccentricity and thus causes bending only in the x - y plane ...
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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
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 |