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 15
Page 314
Wave Atoll Reef edge Reef top Reef face Figure 1. Typical reef shape 2 ) The method for analyzing the elastic response of the structure to non - linear wave motions in very shallow water must be determined . 3 ) The method for analyzing ...
Wave Atoll Reef edge Reef top Reef face Figure 1. Typical reef shape 2 ) The method for analyzing the elastic response of the structure to non - linear wave motions in very shallow water must be determined . 3 ) The method for analyzing ...
Page 317
Analytical Theory The following two analyses are believed to be practical for determining the specific responses of a floating structure subjected to wave loads inside a reef . 3. Structural Analysis ( 1 ) Structural model A rectangular ...
Analytical Theory The following two analyses are believed to be practical for determining the specific responses of a floating structure subjected to wave loads inside a reef . 3. Structural Analysis ( 1 ) Structural model A rectangular ...
Page 332
Figures 5 ( 1 ) to ( 4 ) show the difference of time histories of waves outside ( Point 2 ) and inside ( Point 22 ) of the reef both for regular and irregular waves . The time histories are only shown during 50 seconds from 100 second ...
Figures 5 ( 1 ) to ( 4 ) show the difference of time histories of waves outside ( Point 2 ) and inside ( Point 22 ) of the reef both for regular and irregular waves . The time histories are only shown during 50 seconds from 100 second ...
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