Nonlinear Dynamic Response of a Tension Leg PlatformSource: Journal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 004::page 219Author:P. Bar-Avi
DOI: 10.1115/1.2829571Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Of the classes of offshore structures, the tension leg platform (TLP) is particularly well suited for deepwater operation. The structure investigated in this paper is assumed to consist of a flexible cable attached to a buoyant deck at the top. The cable is modeled as a beamlike continuous system subjected to wave, current, and wind forces. The derivation of the nonlinear equations of motion include nonlinearities due to geometry as well as due to wave forces. The equations of motion are solved and the TLP’s response to various environmental conditions and other physical parameters is evaluated.
keyword(s): Dynamic response , Tension-leg platforms , Cables , Offshore structures , Waves , Equations of motion , Geometry , Nonlinear equations , Wind , Wave forces , Force AND Motion ,
|
Show full item record
| contributor author | P. Bar-Avi | |
| date accessioned | 2017-05-09T00:00:34Z | |
| date available | 2017-05-09T00:00:34Z | |
| date copyright | November, 1999 | |
| date issued | 1999 | |
| identifier issn | 0892-7219 | |
| identifier other | JMOEEX-28140#219_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/122656 | |
| description abstract | Of the classes of offshore structures, the tension leg platform (TLP) is particularly well suited for deepwater operation. The structure investigated in this paper is assumed to consist of a flexible cable attached to a buoyant deck at the top. The cable is modeled as a beamlike continuous system subjected to wave, current, and wind forces. The derivation of the nonlinear equations of motion include nonlinearities due to geometry as well as due to wave forces. The equations of motion are solved and the TLP’s response to various environmental conditions and other physical parameters is evaluated. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Nonlinear Dynamic Response of a Tension Leg Platform | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 4 | |
| journal title | Journal of Offshore Mechanics and Arctic Engineering | |
| identifier doi | 10.1115/1.2829571 | |
| journal fristpage | 219 | |
| journal lastpage | 226 | |
| identifier eissn | 1528-896X | |
| keywords | Dynamic response | |
| keywords | Tension-leg platforms | |
| keywords | Cables | |
| keywords | Offshore structures | |
| keywords | Waves | |
| keywords | Equations of motion | |
| keywords | Geometry | |
| keywords | Nonlinear equations | |
| keywords | Wind | |
| keywords | Wave forces | |
| keywords | Force AND Motion | |
| tree | Journal of Offshore Mechanics and Arctic Engineering:;1999:;volume( 121 ):;issue: 004 | |
| contenttype | Fulltext |