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 27
wave ABSTRACT or The study of the dynamic interaction between waves and large off shore structures is of ... This effect can be quite pronounced for steep waves leading to waves impacting the underside deck of the structure .
wave ABSTRACT or The study of the dynamic interaction between waves and large off shore structures is of ... This effect can be quite pronounced for steep waves leading to waves impacting the underside deck of the structure .
Page 101
WAVE INDUCED PRESSURE UNDER A TWO DIMENSIONAL GRAVITY STRUCTURE D.-H. Qiu and H.-Y. Pan Dalian University of Technology Dalian , People's Republic of China 2 * - Length Scale CE Х Fig.5 Vertical Distribution.
WAVE INDUCED PRESSURE UNDER A TWO DIMENSIONAL GRAVITY STRUCTURE D.-H. Qiu and H.-Y. Pan Dalian University of Technology Dalian , People's Republic of China 2 * - Length Scale CE Х Fig.5 Vertical Distribution.
Page 247
WAVE LOADING ON DYNAMIC SENSITIVE OFFSHORE STRUCTURES 0. ... Particular references will be made to a deep water slender jacket structure . wave A complete evaluation of the dynamic response of drag dominated structures require thus that ...
WAVE LOADING ON DYNAMIC SENSITIVE OFFSHORE STRUCTURES 0. ... Particular references will be made to a deep water slender jacket structure . wave A complete evaluation of the dynamic response of drag dominated structures require thus that ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
20 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |