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 239
DYNAMIC RESPONSE OF ELASTIC HORIZONTAL CIRCULAR CYLINDERS BY WAVE SLAMMING G. Miao Coastal and Oceanographic Engineering Department University of Florida Gainesville , Florida Ср Cs CSD D E F3 Fв Fs s H h I 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 Ср Cs CSD D E F3 Fв Fs s H h I WAVE LOADING ON DYNAMIC ...
Page 245
The DnV ( Det norske Veritas ) rules about the dynamic load factor are as follows : [ 7 ] DALTON , C. and NASH , S. M. ( 1976 ) . " Wave Slam on Horizontal Members of an Offshore Platform " OTC Paper 2500 , Offshore Technology ...
The DnV ( Det norske Veritas ) rules about the dynamic load factor are as follows : [ 7 ] DALTON , C. and NASH , S. M. ( 1976 ) . " Wave Slam on Horizontal Members of an Offshore Platform " OTC Paper 2500 , Offshore Technology ...
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3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Results from analysis methods Model platform Table 1 compares the 3D dynamic response and dynamic amplification factor using Design Wave Analysis method ...
3 TIME DOMAIN STOCHASTIC DYNAMIC RESPONSE ANALYSIS OF A SLENDER JACKET STRUCTURE . Results from analysis methods Model platform Table 1 compares the 3D dynamic response and dynamic amplification factor using Design Wave Analysis method ...
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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