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 135
The time history of free surface elevation on x = 0 is expressed by Figure 11-13 shows a few examples of the time history of free surface elevations , the kc number in terms of each moving distance of water particles at the cylinder ...
The time history of free surface elevation on x = 0 is expressed by Figure 11-13 shows a few examples of the time history of free surface elevations , the kc number in terms of each moving distance of water particles at the cylinder ...
Page 314
From the experimental data of Co ( B ) and C2 ( B ) for various wind speeds , Eqs . 8 and 9 can be expressed as polynomials of tan B to best fit the experimental data . Considering the motion is restrained in wl direction , one may then ...
From the experimental data of Co ( B ) and C2 ( B ) for various wind speeds , Eqs . 8 and 9 can be expressed as polynomials of tan B to best fit the experimental data . Considering the motion is restrained in wl direction , one may then ...
Page 139
The fluctuating forces are expressed in terms of the variance of the low ( < 0.02 Hz ) and high frequency components ( 0.02 ~ 0.2 Hz ) . These response estimates were computed by integrating the power spectral density functions over the ...
The fluctuating forces are expressed in terms of the variance of the low ( < 0.02 Hz ) and high frequency components ( 0.02 ~ 0.2 Hz ) . These response estimates were computed by integrating the power spectral density functions over the ...
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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 |