[1] 刘东华, 元国凯, 陈涛, 等. 海上风电灌浆连接段疲劳机理研究综述 [J]. 南方能源建设, 2016, 3(增刊1): 68-72. DOI:  10.16516/j.gedi.issn2095-8676.2016.S1.015.

LIU D H, YUAN G K, CHEN T, et al. Review on fatigue mechanism of grouted connection in offshore wind farm [J]. Southern Energy Construction, 2016, 3(Supp. 1): 68-72. DOI:  10.16516/j.gedi.issn2095-8676.2016.S1.015.
[2]

ČERVENKA, J., ČERVENKA, V., PRYL D. Fatigue assessment of grouted connections from high-strength concrete in offshore wind power plants[C]//Czech Concrete Society. 20th Czech Concrete Day, Hradec Kralove, Nov. 27-28, 2013. Hradec Kralove: Czech Concrete Society, 2013: 1–6.
[3]

International Federation for Structural Concrete. Fib model code for concrete structures 2010 [M]. Lausanne: Wiley, 2013. DOI: 10.1002/9783433604090.
[4]

WILKE F. Load bearing behaviour of grouted joints subjected to predominant bending [D]. Aachen: Shaker Verlag Gmbh, 2014.
[5]

SCHAUMANN P, LOCHTE-HOLTGREVEN S. Schädigungsmodell für hybride verbindungen in offshore-windenergieanlagen [J]. Stahlbau, 2011, 80(4): 226-232. DOI:  10.1002/stab.201101414.
[6]

LÖHNING T, MUURHOLM U. Design of grouted connections in offshore wind turbines [C]//IABSE Conference. Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, May 6-8, 2013. Rotterdam: Assessment, Upgrading and Refurbishment of Infrastructures, 2013: 410-411. DOI: 10.2749/222137813806501821.
[7]

DE JONGE J B. The analysis of load time histories by means of counting methods[R]. Amsterdam: National Aerospace Laboratory NLR, 1982.
[8]

DNV G L. Support structures for wind turbines: DNVGL-ST—0126 [S]. Norway: DNVGL, 2018.
[9] 元国凯, 汤东升, 刘晋超, 等. 海上风电机组基础灌浆技术应用与发展 [J]. 南方能源建设, 2017, 4(1): 10-17. DOI:  10.16516/j.gedi.issn2095-8676.2017.01.002.

YUAN G K, TANG D S, LIU J C, et al. Grouting technology application and development in offshore wind farm [J]. Southern Energy Construction, 2017, 4(1): 10-17. DOI:  10.16516/j.gedi.issn2095-8676.2017.01.002.
[10]

CHEN T, WANG X, GU X L, et al. Axial compression tests of grouted connections in jacket and monopile offshore wind turbine structures [J]. Engineering Structures, 2019(196): 109330. DOI:  10.1016/j.engstruct.2019.109330.