Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 18
Page 19
... modal force due to hydrodynamic pressure and mooring force , and Q ( 1 ) is the nm - th modal damping force associated with material damping in the floating structure . Making use of orthogonal properties of wet mode shapes , the nm- th ...
... modal force due to hydrodynamic pressure and mooring force , and Q ( 1 ) is the nm - th modal damping force associated with material damping in the floating structure . Making use of orthogonal properties of wet mode shapes , the nm- th ...
Page 20
... modal force vector ( 1 × 200 ) , respectively , given by A01 A = 0 Anm 0 B01 Do : B = D = ( 11a , b , c ) Bom Dnm ... modal output measurement is given by y = Cx , ( 12 ) in which is the modal output measurement matrix ( L × 2∞ ) given ...
... modal force vector ( 1 × 200 ) , respectively , given by A01 A = 0 Anm 0 B01 Do : B = D = ( 11a , b , c ) Bom Dnm ... modal output measurement is given by y = Cx , ( 12 ) in which is the modal output measurement matrix ( L × 2∞ ) given ...
Page 22
... Modal coordinate 3 4 0 0 200 400 600 800 1000 r ( m ) modal contributions ( 1,2 ) mode ( 1,3 ) ' mode ( 1,1 ) mode 100 200 300 400 500 600 700 800 900 1000 r ( m ) total displacement Fig.5 Standard deviations of vertical displacement ...
... Modal coordinate 3 4 0 0 200 400 600 800 1000 r ( m ) modal contributions ( 1,2 ) mode ( 1,3 ) ' mode ( 1,1 ) mode 100 200 300 400 500 600 700 800 900 1000 r ( m ) total displacement Fig.5 Standard deviations of vertical displacement ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind