| contributor author | S. Chandrasekaran | |
| contributor author | A. K. Jain | |
| contributor author | N. R. Chandak | |
| date accessioned | 2017-05-08T21:10:46Z | |
| date available | 2017-05-08T21:10:46Z | |
| date copyright | May 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-950x%282007%29133%3A3%28230%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41684 | |
| description abstract | Tension leg platforms (TLPs) are compliant-type offshore structures generally used for deepwater oil/gas exploration. Dynamic analysis of three triangular TLP models under regular waves is presented, considering the coupling between various degrees of freedom. The analysis considers various nonlinearities developed due to change in tether tension, change in buoyancy, and hydrodynamic drag force. The hydrodynamic characteristics of the wave loading on the structure are computed using Airy’s wave theory and Stokes’ fifth-order theory. The hydrodynamic coefficients | |
| publisher | American Society of Civil Engineers | |
| title | Response Behavior of Triangular Tension Leg Platforms under Regular Waves Using Stokes Nonlinear Wave Theory | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 3 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2007)133:3(230) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 003 | |
| contenttype | Fulltext | |
