[1] COOPER C,STEAR J. Implications of hurricane Ivan on deepwater Gulf of Mexico Metocean design criteria[C]// OTC. Houston, 2005: No.17740.
[2] The group for typical deep water platform conceptual design. The scantling design of TLP main structure[J]. Shipbuilding of China, 2006, 46 (Special).
[3] The Group for typical deep water platform conceptual design. Hydrodynamic analysis for TLP[J]. Shipbuilding of China, 2006, 46 (Special).
[4] The Group for typical deep water platform conceptual design. study on overall strength analysis of tension leg platform[J]. Shipbuilding of China, 2006, 46( Special). [5] ZENG Xiaohui, LIU Yang, SHEN Xiaopeng, et al. Nonlinear dynamic response of TLP in regular wave[J]. Shipbuilding of China, 2006, 46 (Special).
[6] ZENG Xiaohui, SHEN Xiaopeng, LIU Yang, et al. Dynamic response of TLP considering multifold nonlinear factors[J]. The Ocean Engineering, 2006, 24(2).
[7] YU Jianxing, ZHANG Zhonghua, YU Hao. Research on TLP global response analysis method[C]// OMAE. Halkidiki, 2005: No.67403
[8] THOMAS B, JOHANNESSEN, SANDVIK A K. Analysis of extreme TLP tether tension amplitudes with comparison to model test[J]. Marine Science Bulletin, 2008, 27(2) [9] NAESS A, GAIDAI O, TEIGEN P S. Simulation based estimation of extreme response of floating offshore structures[C]// OMAE. San Diego, 2007: No.29079.
[10] BOOM H van den, KONING J, ALBERTS P. Offshore monitoring: real world data design, engineering and operation[C]// OTC. Houston, 2005: No.17172. [11] DIJK R van, BOOM H van den, Full scale monitoring Marco Polo tension leg platform [C]// OMAE. San Diego, 2007: No.29635.