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 575
A WIDE RANGING STUDY ON THE MOTIONS OF SWATH SHIPS WITH AND WITHOUT FORWARD SPEEDS H. H. Chun , E. B. Djatmiko , and R. C. McGregor ... Pusan National University , South Korea , for his kind teaching and guidance in ship design .
A WIDE RANGING STUDY ON THE MOTIONS OF SWATH SHIPS WITH AND WITHOUT FORWARD SPEEDS H. H. Chun , E. B. Djatmiko , and R. C. McGregor ... Pusan National University , South Korea , for his kind teaching and guidance in ship design .
Page 581
MacGregor J.R. , ' A Computer Aided Method for Preliminary Design of SWATH Ships ' , Ph.D Thesis , University of Glasgow , May , 1989 2. Newman J.N. , The Theory of Ship motions ' , Advances in Applied Mechanics , Vol . 18 , 1978 3.
MacGregor J.R. , ' A Computer Aided Method for Preliminary Design of SWATH Ships ' , Ph.D Thesis , University of Glasgow , May , 1989 2. Newman J.N. , The Theory of Ship motions ' , Advances in Applied Mechanics , Vol . 18 , 1978 3.
Page 601
Jones , N. , 1979 , ' A literature survey on the collision and grounding protection of ships ' , Ship Structure Committee Report , SSC - 283 , U.S. Coastguard , Washington . At maximum deflections , high levels of stress and strain ...
Jones , N. , 1979 , ' A literature survey on the collision and grounding protection of ships ' , Ship Structure Committee Report , SSC - 283 , U.S. Coastguard , Washington . At maximum deflections , high levels of stress and strain ...
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Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind