| contributor author | J. F. McNamara | |
| contributor author | M. Lane | |
| date accessioned | 2017-05-08T23:17:30Z | |
| date available | 2017-05-08T23:17:30Z | |
| date copyright | December, 1984 | |
| date issued | 1984 | |
| identifier issn | 0195-0738 | |
| identifier other | JERTD2-26401#444_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/98264 | |
| description abstract | An efficient method for the analysis of the linear and nonlinear static and dynamic motions of offshore systems such as risers and single-leg mooring towers is presented. The technique is based on the finite element approach using connected coordinates for arbitrary large rotations and includes terms due to loads such as buoyancy, gravity, random waves, currents, ship motions and Morison’s equation. Practical features include the addition of intermediate articulations and modeling of the loading arm between the riser and associated tanker. Parametric studies are presented to show that stable and accurate results are obtained using relatively large time step increments leading to efficient design studies. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Practical Modeling for Articulated Risers and Loading Columns | |
| type | Journal Paper | |
| journal volume | 106 | |
| journal issue | 4 | |
| journal title | Journal of Energy Resources Technology | |
| identifier doi | 10.1115/1.3231104 | |
| journal fristpage | 444 | |
| journal lastpage | 450 | |
| identifier eissn | 1528-8994 | |
| keywords | Modeling | |
| keywords | Pipeline risers | |
| keywords | Motion | |
| keywords | Stress | |
| keywords | Waves | |
| keywords | Ocean engineering | |
| keywords | Design | |
| keywords | Finite element analysis | |
| keywords | Current | |
| keywords | Mooring | |
| keywords | Gravity (Force) | |
| keywords | Buoyancy | |
| keywords | Ships | |
| keywords | Tankers AND Morison equation | |
| tree | Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 004 | |
| contenttype | Fulltext | |