Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 123
The magnitude of the net suction pressure that induces the pile penetration can be obtained from a Net Suction Pressure = ( az - 21 ) - ( as – az ) = ( 1 ) where ay = inside pore water pressure after the suction is applied , az outside ...
The magnitude of the net suction pressure that induces the pile penetration can be obtained from a Net Suction Pressure = ( az - 21 ) - ( as – az ) = ( 1 ) where ay = inside pore water pressure after the suction is applied , az outside ...
Page 138
The methodology for applying these linear frequency domain hydrodynamic loads to the non - linear time - domain structural ... As such , loads are applied only at the CG of the individual SBU , which is represented as a point mass .
The methodology for applying these linear frequency domain hydrodynamic loads to the non - linear time - domain structural ... As such , loads are applied only at the CG of the individual SBU , which is represented as a point mass .
Page 183
15 20 25 upstroom bow trueboard ( n ) applied load = 17280 lbs applied load = 69120 lbs applied load = 17280 lbs ( VHC ) applied load - 69120 lbs ( VHC ) THE MOBILE OFFSHORE BASE AS PROGENITOR opposed roller bumpers will.
15 20 25 upstroom bow trueboard ( n ) applied load = 17280 lbs applied load = 69120 lbs applied load = 17280 lbs ( VHC ) applied load - 69120 lbs ( VHC ) THE MOBILE OFFSHORE BASE AS PROGENITOR opposed roller bumpers will.
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |