Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 241
When compared to the experimental curves , the results generated by the finite
element model using the steel hoop yield strength were found to predict the
behavior quite well . The response from the axial strain gages is shown in Fig . 15
.
When compared to the experimental curves , the results generated by the finite
element model using the steel hoop yield strength were found to predict the
behavior quite well . The response from the axial strain gages is shown in Fig . 15
.
Page 242
When compared to the experimental curves , the results generated by the finite
element model using the steel hoop yield strength were found to predict the
behavior quite well . The response from the axial strain gages is shown in Fig . 15
.
When compared to the experimental curves , the results generated by the finite
element model using the steel hoop yield strength were found to predict the
behavior quite well . The response from the axial strain gages is shown in Fig . 15
.
Page 591
Therefore , if K > > max ( bo ( 1 ) ) and if impact against the soil is precluded ,
such that M = 60 / co < 1 , i . e . , Figure 15 WKB approximate solution compared
to numerical results obtained by a standard Finite Element Method . Free -
hanging ...
Therefore , if K > > max ( bo ( 1 ) ) and if impact against the soil is precluded ,
such that M = 60 / co < 1 , i . e . , Figure 15 WKB approximate solution compared
to numerical results obtained by a standard Finite Element Method . Free -
hanging ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Other editions - View all
Common terms and phrases
amplitude analysis applied approach ASME barge caisson calculated coefficient compared comparison computational configuration considered Copyright corresponding coupled cylinder damage damping deck depth determined developed diameter direction displacement distribution domain draft drag dynamic effect element Engineering equation experimental fatigue field Figure flow fluid force frequency function given Guide heave height higher hydrodynamic increase installation International jacket kips length limit linear load lower maximum mean measured Mechanics method mode mooring motion noise nonlinear obtained Offshore operation parameters peak performed period pipe platform position Predicted presented pressure probability production random range ratio relative represent respectively response riser roll shown shows simulation soil solution spudcan steel stress structure surface Table tension term transverse upper values velocity vertical vessel vibration wave
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2 |
| 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, 2004 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791837432, 9780791837436 |
| Export Citation | BiBTeX EndNote RefMan |