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 92
Page 259
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Angineering June 3-8 , 2001 , Rio de Janeiro , Brazil ELASTIC RESPONSE OF FLOATING BRIDGE IN WAVES Kunihiro Ikegami Naoki Kumamoto Nagasaki Institute ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Angineering June 3-8 , 2001 , Rio de Janeiro , Brazil ELASTIC RESPONSE OF FLOATING BRIDGE IN WAVES Kunihiro Ikegami Naoki Kumamoto Nagasaki Institute ...
Page 260
the direct method can be applied and the response can be obtained fairly easily . That is , if frequency w is used to express nodal displacement and wave exciting force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) ...
the direct method can be applied and the response can be obtained fairly easily . That is , if frequency w is used to express nodal displacement and wave exciting force as equations ( 2 ) and ( 3 ) respectively , equation of motion ( 1 ) ...
Page 317
Analytical Theory The following two analyses are believed to be practical for determining the specific responses of a ... ( 1 ) Short - term prediction of response of the structure The characteristics of waves inside a reef were ...
Analytical Theory The following two analyses are believed to be practical for determining the specific responses of a ... ( 1 ) Short - term prediction of response of the structure The characteristics of waves inside a reef were ...
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