[1] 国家能源局. 风电发展“十三五”规划 [EB/OL]. (2016-11-16)．[2016-11-29]. http：∥www.nea.gov.cn/2016-11/29/c_135867633.htm. http：∥www.nea.gov.cn/2016-11/29/c_135867633.htm

National Energy Administration(NEA). The Thirteen Five-year plan for wind power development [EB/OL]. (2016-11-16)．[2016-11-29]. http：∥www.nea.gov.cn/2016-11/29/c_135867633.htm. http：∥www.nea.gov.cn/2016-11/29/c_135867633.htm
[2] 广东省发展改革委. 广东省发展改革委关于印发《广东省“十三五”能源结构调整实施方案》的通知：粤发改能电函〔2017〕6733号 [EB/OL]. (2017-12-25). http：∥zwgk.gd.gov.cn/006939756/201712 /t20171226_738919.html. http：∥zwgk.gd.gov.cn/006939756/201712 /t20171226 _738919.html

Guangdong Provincial Development and Reform Commission. Notice of the Guangdong provincial development and reform commission on printing and distributing the implementation plan of the “13th Five-year plan” energy structure adjustment in Guangdong province: Guangdong development energy communication letter〔2017〕No. 6733 [EB/OL] http：∥zwgk.gd.gov.cn/006939756/201712 /t20171226 _738919.html. http：∥zwgk.gd.gov.cn/006939756/201712 /t20171226 _738919.html
[3] Offshore Wind Biz. Three offshore wind projects secure contracts for difference as strike prices go down [EB/OL]. [2017-09-11]. https：∥www.offshorewind.biz/2017/09/11/three-offshore-wind-projects-secure-contracts-for-difference-as-strike-prices-go-down/.
[4] 中华人民共和国住房和城乡建设部. 工程结构可靠性设计统一标准：GB 50153—2008 [S]. 北京：中国建筑工业出版社，2014.

Ministry of Housing and Urban-Rural Development of the People's Republic of China. Unified standard for reliability design of engineering structures: GB 50153—2008 [S]. Beijing: China Architecture and Building Press，2014.
[5] 中华人民共和国住房和城乡建设部. 港口工程结构可靠性设计统一标准：GB 50158—2010 [S]. 北京：中国计划出版社，2012.

Ministry of Housing and Urban-Rural Development of the People's Republic of China. Unified standard for reliability design of engineering structures: GB 50158—2010 [S]. Beijing: China Planning Press，2012.
[6] 中华人民共和国住房和城乡建设部. 海上风电场设计规范(报批稿) [S]．

Ministry of Housing and Urban-Rural Development of the People's Republic of China. Code for design of offshore wind farm (approval draft) [S]．
[7] 国家能源局. 海上风电场工程风电机组基础设计规范(报批稿) [S]．

National Energy Administration(NEA). Code for wind turbine foundation design of offshore wind power projects (approval draft) [S]．
[8] 赵国藩，金伟良，贡金鑫. 结构可靠度理论 [M]. 北京：中国建筑工业出版社，2000.
[9] DITLEVENSEN O，MADSEN H O. Structural reliability methods [M]. Chichester：John Wiley & Sons Ltd.，1996.
[10] 戎晓洪. 海上风电场防台风措施研究[J]. 南方能源建设，2016，3(增刊1)：77-81.

RONG X H. Study on typhoon prevention measures of offshore wind farm[J]. Southern Energy Construction，2016，3(Supp.1)：77-81.
[11] International Electrotechnical Commission. Wind turbines-part 1：design requirements for offshore wind turbines：IEC 61400-3 [S]．Geneva：International Electrotechnical Commission, 2007.
[12] TARP-JOHANSEN N J，MADSEN P H，FRANDSEN S T. Calibration of partial safety factors for extreme loads on wind turbines: proceedings of the European Wind Energy Conference & Exhibition 2003 [C]. Brussels: European Wind Energy Association, 2003.
[13] TARP-JOHANSEN N J ，CLAUSEN N E. Design of wind turbines in typhoon area：a first study of structural safety of wind turbines in typhoon prone areas [R]. Denmark: EC-ASEAN Energy Facility, 2005.
[14] TARP-JOHANSEN N J. Partial safety factors and characteristic values for combined extreme wind and wave load effects[J]. Journal of Solar Energy Engineering，2005，127(2)：242-252.
[15] SORENSEN J D. TOFT H S. Safety Factors: IEC 61400-1 [R]. 4th ed. Denmark: Technical University of Denmark, 2014.
[16] DNV. Design of offshore wind turbine structures: DNV-OS-J101 [S]. Norway: DNV, 2007.
[17] DNVGL. Load and site conditions for wind turbine: DNVGL-ST-0437 [S]. The Netherlands: DNVGL, 2016.
[18] Germanischer Lloyd. Rules and guidelines，IV-industrial services，part 2-guideline for the certification of offshore wind turbines [S]. Hamburg，Germany: Germanischer Lloyd, 2005.
[19] ISO. Petroleum and natural gas industries-fixed steel offshore structures：ISO 19902-2007 [S]. Switzerland: International Organization for Standardization, 2008.
[20] 周道成，段忠东. 耿贝尔逻辑模型在极值风速和有效波高联合概率分布中的应用[J]. 海洋工程，2003，21(2)：45-51.

ZHOU D C，DUAN Z D. The Gumbel-logistic model for joint probability distribution of extreme-value wind speeds and effective wave heights[J]. The Ocean Engineering，2003，21(2)：45-51.
[21] 董胜，翟金金，陶山山. 基于Archimedean Copula函数的风浪联合统计分析[J]. 中国海洋大学学报(自然科学版)，2014，44(10)：134-141.

DONG S，ZHAI J J，TAO S S. Joint statistical analysis of wind and waves based on Archimedean Copula function[J]. Periodical of Ocean University of China(Natural Science Edition)，2014，44(10)：134-141.