| contributor author | Emil Simiu | |
| contributor author | Stefan D. Leigh | |
| date accessioned | 2017-05-08T20:51:08Z | |
| date available | 2017-05-08T20:51:08Z | |
| date copyright | April 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A4%28785%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29262 | |
| description abstract | A procedure is presented for estimating surge response to turbulent wind in the presence of current and waves. The procedure accounts for the nonlinearity of the hydrodynamic forces with respect to surge and for the coupling of aerodynamic and hydrodynamic effects. It is shown that current wind spectra do not model correctly the wind speed fluctuations at very low frequencies and an alternative model of the wind spectrum, whose ordinate at the origin is consistent with fundamental principles, is presented. The equation of surge motion under turbulent wind in the presence of current and waves is solved for typical tension leg platforms, and it is shown that under extreme wave conditions the damping provided by the hydrodynamic forces precludes the occurrence of significant wind‐induced resonant amplification effects even if the drag coefficient in the Morison equation is very small (e.g., | |
| publisher | American Society of Civil Engineers | |
| title | Turbulent Wind and Tension Leg Platform Surge | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:4(785) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004 | |
| contenttype | Fulltext | |