| contributor author | H. Banon | |
| contributor author | S. J. Harding | |
| date accessioned | 2017-05-08T20:53:28Z | |
| date available | 2017-05-08T20:53:28Z | |
| date copyright | September 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A9%282243%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30670 | |
| description abstract | The tension leg platform (TLP) is a large, floating offshore platform for producing oil and gas in deep water. The TLP is moored to the ocean floor by vertical tethers. Loads in the tethers have several components that are timevariant and non‐Gaussian. Therefore, conventional methods of reliability analysis typically applied to fixed offshore platforms are not applicable to TLP tethers. This paper presents a method for probabilistic combination of time‐variant (Gaussian and non‐Gaussian) and time‐invariant tether load components. The procedure is applied to a Gulf of Mexico TLP design where the environmental hazard is due to hurricane events. Two modes of failure are considered for the TLP tethers: (1) The maximum lifetime tension exceeds the yield load; and (2) the minimum lifetime tension is less than zero, i.e., the tethers experience the loss of tension. The resulting TLP tether reliability is compared to the calculated reliability of conventional fixed offshore platforms, which form the basis of industry experience. | |
| publisher | American Society of Civil Engineers | |
| title | Methodology for Assessing Reliability of Tension Leg Platform Tethers | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:9(2243) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 009 | |
| contenttype | Fulltext | |