Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 12
These parameters are approximately the same for natural ocean wave and synthetic wave when about 50 % of the total second order energy is used . In order to calibrate more accurately second order simulations , the elevation of crests ...
These parameters are approximately the same for natural ocean wave and synthetic wave when about 50 % of the total second order energy is used . In order to calibrate more accurately second order simulations , the elevation of crests ...
Page 159
SPECTRAL ESTIMATION OF SECOND ORDER WAVE FORCES ON A TLP SUBJECT TO NONGAUSSIAN IRREGULAR SEAS S. B. Kim , E. J. Powers , and R. W. Miksad College of Engineering The University of Texas at Austin Austin , Texas F. J. Fischer Shell ...
SPECTRAL ESTIMATION OF SECOND ORDER WAVE FORCES ON A TLP SUBJECT TO NONGAUSSIAN IRREGULAR SEAS S. B. Kim , E. J. Powers , and R. W. Miksad College of Engineering The University of Texas at Austin Austin , Texas F. J. Fischer Shell ...
Page 181
COMPLETE AND APPROXIMATE SOLUTIONS FOR SECOND - ORDER WAVE FORCES ON CYLINDER ARRAYS A. N. Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas A. G. Abul - Azm Irrigation and Hydraulics ...
COMPLETE AND APPROXIMATE SOLUTIONS FOR SECOND - ORDER WAVE FORCES ON CYLINDER ARRAYS A. N. Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas A. G. Abul - Azm Irrigation and Hydraulics ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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Common terms and phrases
acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height