Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 87
Page 139
The analysis procedure has three basic steps : 1. Calculate the hydrodynamic loads ( diffraction forces and hydrodynamic coefficients ) of the MOB using the Nbody or generalized modes solution of a hydrodynamic analysis code such as ...
The analysis procedure has three basic steps : 1. Calculate the hydrodynamic loads ( diffraction forces and hydrodynamic coefficients ) of the MOB using the Nbody or generalized modes solution of a hydrodynamic analysis code such as ...
Page 260
DYNAMIC ELASTIC RESPONSE ANALYSIS 2.1 Analysis Method The method of analysis of dynamic elastic response of floating bridges in waves was developed for application in the structural design of the floating swing bridge cited in this ...
DYNAMIC ELASTIC RESPONSE ANALYSIS 2.1 Analysis Method The method of analysis of dynamic elastic response of floating bridges in waves was developed for application in the structural design of the floating swing bridge cited in this ...
Page 369
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 STRESS ANALYSIS OF MEGA - FLOAT IN WAVES BY TWO - STEP METHOD Kiyoshi Inoue Technical ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 STRESS ANALYSIS OF MEGA - FLOAT IN WAVES BY TWO - STEP METHOD Kiyoshi Inoue Technical ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
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