Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 53
Page 129
VISCOUS FORCES ACTING ON A HORIZONTAL CIRCULAR CYLINDER IN REGULAR AND IRREGULAR WAVES K. Otsuka , Y. Ikeda , and N. Tanaka Department of Naval Architecture University of Osaka Osaka , Japan Fig.5 Drag and inertia coefficients of a ...
VISCOUS FORCES ACTING ON A HORIZONTAL CIRCULAR CYLINDER IN REGULAR AND IRREGULAR WAVES K. Otsuka , Y. Ikeda , and N. Tanaka Department of Naval Architecture University of Osaka Osaka , Japan Fig.5 Drag and inertia coefficients of a ...
Page 239
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY WAVE SLAMMING G. Miao Coastal and Oceanographic Engineering Department University of Florida Gainesville , Florida Ass Ср Cs CSD D E F FB Fs s H h 1 1 WAVE LOADING ON DYNAMIC ...
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY WAVE SLAMMING G. Miao Coastal and Oceanographic Engineering Department University of Florida Gainesville , Florida Ass Ср Cs CSD D E F FB Fs s H h 1 1 WAVE LOADING ON DYNAMIC ...
Page 276
FREE SURFACE FREE SURFACE 0.1 Se SO VERTICAL DISTANCE Y -0.5 00 1.0 -2.5 2.5 0.0 HORIZONTAL DISTANCE X 0.0 HORIZONTAL DISTANCE X Fig . 5a – Velocity u for Shear - Free Case at t = 2.0 - Fig . 6C — Vorticity w for No - Slip Case at i ...
FREE SURFACE FREE SURFACE 0.1 Se SO VERTICAL DISTANCE Y -0.5 00 1.0 -2.5 2.5 0.0 HORIZONTAL DISTANCE X 0.0 HORIZONTAL DISTANCE X Fig . 5a – Velocity u for Shear - Free Case at t = 2.0 - Fig . 6C — Vorticity w for No - Slip Case at i ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
20 other sections not shown
Other editions - View all
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