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  • 海上風電灌漿技術
  • 劉晉超 陳濤 馬兆榮 元國凱
  • 223字
  • 2019-10-24 18:38:44

參考文獻

[1] GB 50010—2010混凝土結構設計規范 [S].北京:中國建筑工業出版社,2010.

[2] JTJ 270—1998水運工程混凝土試驗規程 [S].北京:人民交通出版社,1998.

[3] DNV-OS-J101(2011)Design of Offshore Wind Turbine Structures [S].Norway:Det Norsk Veritas,2011.

[4] DNV-OS-J101(2014)Design of Offshore Wind Turbine Structures [S].Norway:Det Norsk Veritas,2014.

[5] DNV-OS-C502(2012)Offshore Concrete Structures [S].Norway:Det Norsk Veritas,2012.

[6] L?hning T, Voβbeck M, Kelm M. Analysis of Grouted Connections for Offshore Wind Turbines [J].Proceedings of the ICE-Energy,2013,166(4):153-161.

[7] S?rensen E.Fatigue Life of High Performance Grout in Dry and Wet Environment for Wind Turbine Grouted Connections [J].Nordic Concrete Research,2011:1-10.

[8] Lamport W B, Jirsa J O, Yura J A. Grouted Pile-to-sleeve Connection Tests [C]//19th Off-shore Technology Conference, Houston, Texas.1987:27-30.

[9] Burrows R W, Kepler W F, Hurcomb D, et al.Three Simple Tests for Selecting Low-crack Cement [J].Cement and Concrete Composites,2004,26(5):509-519.

[10] Jensen O M, Hansen P F. A Dilatometer for Measuring Autogenous Deformation in Hardening Portland Cement Paste [J].Materials & Structures,1995,28(7):406-409.

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