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 60
Page 142
In a beam model , all the wetted components of the structure are modeled using beam elements . ... This association permits the loads on the wetted surface to be transferred to the appropriate beam user - element nodes of the model .
In a beam model , all the wetted components of the structure are modeled using beam elements . ... This association permits the loads on the wetted surface to be transferred to the appropriate beam user - element nodes of the model .
Page 163
If PR is the N x M Structure Finite Element Model The structural frame of the module is represented by a shell finite element model , shown in Fig . 4. The model consists of 7,160 shell elements , and involves 36,246 equations .
If PR is the N x M Structure Finite Element Model The structural frame of the module is represented by a shell finite element model , shown in Fig . 4. The model consists of 7,160 shell elements , and involves 36,246 equations .
Page 177
If the element is skewed relative to the global coordinate system , the element quantities are transformed to the global system via a simple orthogonal coordinate transformation . Note that us and up are defined as the derivatives of ...
If the element is skewed relative to the global coordinate system , the element quantities are transformed to the global system via a simple orthogonal coordinate transformation . Note that us and up are defined as the derivatives of ...
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
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 |