International Standards and Conformity Assessment for all electrical, electronic and related technologies

TC 88

Wind energy generation systems

 
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WG 3 Convenor & Members

Convenor
National

Committee
Mr Tim R Camp
 GB
Member
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National

Committee
Mr Hyungtaek AhnKR
Mr Sadao AkahoshiJP
Mr Bernard H. BulderNL
Mr C.P. Sandy ButterfieldUS
Mr Christer ErikssonDK
Mr Fabrice EstezetFR
Mr Harkjin EumKR
Ms Peggy FriisDK
Mr Sergei V. GribkovRU
Mr Philipp GujerDE
Mr Yoshiyuki HayashiJP
Mr Alexander HeitmannDE
Mr Hiroshi ImamuraJP
Mr Shunji InoueJP
Mr Takeshi IshiharaJP
Mr Sookrae KimKR
Mr Vladimir P. KrivospitskyRU
Mr Ignacio Laínez AracamaES
Mr Stéphane Le DiraisonFR
Mr Peter Hauge MadsenDK
Mr Takao MaedaJP
Mr James ManwellUS
Mr Takatoshi MatsushitaJP
Mr Torgeir MoanNO
Mr Christian Berg MørchDK
Mr Juan Moya GarcíaES
Mr Toshihiko NagaiJP
Mr Hyun-Woo NamKR
Mr Anand NatarajanDK
Mr Francisco Navarro VílloraES
Mr James Alexander NicholsGB
Mr Frank OstermannDE
Mr David QuartonGB
Mr Jungsoo RyueKR
Mr Lars SamuelssonUS
Mr Marc SeidelDE
Mr Hyunkyoung ShinKR
Mr Julien SimonFR
Mr Senu SirnivasUS
Mr Choong-Yul SonKR
Mr John Dalsgaard SørensenDK
Mr Jesper Winther StærdahlDK
Mr Ryoichi TakemotoJP
Mr Hao TANGCN
Mr Niels Jacob Tarp-JohansenDK
Mr Leo ThesbjergDK
Mr Herman. F VeldkampNL
Mr Atsushi YamaguchiJP
Mr Yu ZhangCN

Title & Task

WG 3

Design requirements for offshore wind turbines

 

This part of IEC 61400 specifies additional requirements for assessment of the external conditions at an offshore wind turbine site and specifies essential design requirements to ensure the engineering integrity of offshore wind turbines.

Its purpose is to provide an appropriate level of protection against damage from all hazards during the planned lifetime.

This standard focuses on the engineering integrity of the structural components of an offshore wind turbine but is also concerned with subsystems such as control and protection mechanisms, internal electrical systems and mechanical systems.

A wind turbine shall be considered as an offshore wind turbine if the support structure is subject to hydrodynamic loading. The design requirements specified in this standard are not necessarily sufficient to ensure the engineering integrity of floating offshore wind turbines.