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 422
As a consequence of these pressure waves , cyclic shear stresses are transmitted to the soils at the bottom of the sea ... Energy from earthquakes propagates through soil and rock in the form of either shear or compressional waves ...
As a consequence of these pressure waves , cyclic shear stresses are transmitted to the soils at the bottom of the sea ... Energy from earthquakes propagates through soil and rock in the form of either shear or compressional waves ...
Page 423
When a soil is subjected to a series of cyclic loading pulses , both cyclic strains and residual strains develop . Permanent ( residual ) strains result from volume change and shear distortions . The permanent strains are the strains ...
When a soil is subjected to a series of cyclic loading pulses , both cyclic strains and residual strains develop . Permanent ( residual ) strains result from volume change and shear distortions . The permanent strains are the strains ...
Page 424
The details of the tests for dynamic shear modulus determination are not discussed in this paper . vibrations for the parabolic soil profile is 12.9 Hz and is 12 % higher than the observed frequency of free vibrations ( Table 1 ) . 4 .
The details of the tests for dynamic shear modulus determination are not discussed in this paper . vibrations for the parabolic soil profile is 12.9 Hz and is 12 % higher than the observed frequency of free vibrations ( Table 1 ) . 4 .
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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 |