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 102
( 1 ) The inertial effeot can be neglected . Cheng and Liolo ( 1986 ) studied this problem and concluded that hi is a reasonable assumption . ( 2 ) The individual soil grains are incompressible . ( 3 ) The change of porous nedium with ...
( 1 ) The inertial effeot can be neglected . Cheng and Liolo ( 1986 ) studied this problem and concluded that hi is a reasonable assumption . ( 2 ) The individual soil grains are incompressible . ( 3 ) The change of porous nedium with ...
Page 423
Liquefaction potential of soils at any site requires the combination and interaction of two sets of parameters na mely cyclic loads ( seismic motion or wave action ) and soil properties , such as grain characteristics , relative density ...
Liquefaction potential of soils at any site requires the combination and interaction of two sets of parameters na mely cyclic loads ( seismic motion or wave action ) and soil properties , such as grain characteristics , relative density ...
Page 208
The mechanical properties of the base material reported 19 were used as the mean values to estimate the mean values of mechanical properties of the grain - coarsened HAZll .
The mechanical properties of the base material reported 19 were used as the mean values to estimate the mean values of mechanical properties of the grain - coarsened HAZll .
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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 |