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 464
large diameter joints25 ) , 26 ) . х unit : mm 60 300Z In this paper , structural behavious of internal reinforcement systems of large diameter joints are discussed by test results of a series of acrylic models and numerical results by ...
large diameter joints25 ) , 26 ) . х unit : mm 60 300Z In this paper , structural behavious of internal reinforcement systems of large diameter joints are discussed by test results of a series of acrylic models and numerical results by ...
Page 465
Results for specimen - E and -H whose reinforcement systems are somewhat different from others and results for specimen - I of TY type joint are left to be discussed in future publication . in both Fig . 2 and Tabie 1.
Results for specimen - E and -H whose reinforcement systems are somewhat different from others and results for specimen - I of TY type joint are left to be discussed in future publication . in both Fig . 2 and Tabie 1.
Page 467
Specimen - F Specimen - F has a single reinforcement element , a piercing brace shown in Fig . 2 ( e ) , which adds pointwise X - axial stiffness . In this case , Kp is estimated directly as KF = 10,400 ( N / mm ] and Kp , individual ...
Specimen - F Specimen - F has a single reinforcement element , a piercing brace shown in Fig . 2 ( e ) , which adds pointwise X - axial stiffness . In this case , Kp is estimated directly as KF = 10,400 ( N / mm ] and Kp , individual ...
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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