[1] ANDERSEN T L, FRIGAARD P, DAMSGAARD M L, et al. Wave run-up on slender piles in design conditions — model tests and design rules for offshore wind [J]. Coastal Engineering, 2011, 58(4): 281-289.
[2] 贺广零，仲政. 风浪联合作用下的海上单桩基础风力发电机组动力响应分析 [J]. 电力建设，2012, 33(5): 1-7.

HE G L, ZHONG Z. Dynamic response analysis of offshore wind turbine systems with monopile foundation under combined wind & wave loads [J]. Electric Power Construction, 2012, 33(5): 1-7.
[3] 李炜，赵生校，周永，等. 海上风机基础大直径加翼单桩常重力模型试验研究 [J]. 土木工程学报，2013，46(4): 124-132.

LI W, ZHAO S X, ZHOU Y, et al. Large-model test of large diameter monopile with wings for offshore wind turbine [J]. China Civil Engineering Journal, 2013，46(4): 124-132.
[4] 郝二通，柳英洲，柳春光. 海上风机单桩基础受船舶撞击的数值研究 [J]. 振动与冲击，2015, 34(3): 7-13.

HAO E T, LIU Y Z, LIU C G. Numeirical simulation of monopile foundation of an offshore wind turbine subjected to ship impact [J]. Journal of Vibration and Shock, 2015, 34(3): 7-13.
[5]

ARSHAD M, O'KELLY B C. Analysis and design of monopile foundations for offshore wind-turbine structures [J]. Marine Georesources & Geotechnology, 2016, 34(6): 503-525.
[6] 靳军伟，杨敏，王伟，等. 海上风电机组单桩基础模态及参数敏感性分析 [J]. 同济大学学报(自然科学版), 2014, 42(3): 386-392.

JIN J W, YANG M, WANG W, et al. Offshore wind turbine monopole foundation modal and parameter sensitivity analysis [J]. Jounrnal of Tongji University (Natural Science Edition), 2014, 42(3): 386-392.
[7]

OH K Y, NAM W, RYU M S, et al. A review of the foundations of offshore wind energy convertors: current status and future perspectives [J]. Renewable & Sustainable Energy Reviews, 2018(88)：16-36.
[8] 朱荣华，李少清，张美阳. 珠海桂山200MW海上示范风场风电机组导管架基础方案设计 [J]. 风能，2013(9): 94-98.

ZHU R H, TIAN Z Y, LONG Z R, et al. Jacket foundation design for 200 MW offshore demonstration wind farm project of Zhuhai Guishan [J]. Wind Energy, 2013(9): 94-98.
[9] 佟雯鸽，王金智. 导管架风电基础的分析 [J]. 低温建筑技术，2013, 35(3): 113-114.

TONG W G, WANG J Z. Research on the wind turbine foundation of jacket [J]. Low Temperature Architecture Technology, 2013, 35(3): 113-114.
[10] 刘凌飞. 导管架基础近海风力发电结构模态研究 [J]. 低温建筑技术，2011, 33(9): 39-40.

LIU L F. Research on modal of the jacket foundation for offshore wind power generation [J]. Low Temperature Architecture Technology, 2011, 33(9): 39-40.
[11] 周敉，袁万城，张玥. 高桩承台基础群桩等效嵌固长度参数分析 [J]. 长安大学学报(自然科学版), 2010, 30(3): 47-52.

ZHOU M, YUAN W C, ZHANG Y. Parameter sensitivity analysis of equivalent anchorage length for elevated pile caps [J]. Journal of Chang′an University (Natural Science Edition), 2010, 30(3): 47-52.
[12] 张金福. 海上风机高桩承台基础钢管桩参数敏感性分析 [J]. 福建水力发电，2016(2): 67-70＋74.

ZHANG J F. Parameter sensitivity analysis of offshore fan high pile cap foundation steel pipe pile [J]. Fujian Hydropower, 2016(2): 67-70＋74.
[13] 魏凯，袁万城. 深水高桩承台基础地震动水效应数值解析混合算法 [J]. 同济大学学报(自然科学版), 2013, 41(3): 336-341＋396.

WEI K, YUAN W C. A numerical-analysis mixed method of hydrodynamic effect for deep-water elevated pile cap foundation under earthquake [J]. Jounrnal of Tongji University(Natural Science), 2013, 41(3): 336-341＋396.
[14] 周静姝，张淑华，陈光明，等. 波浪荷载下近海风电高桩承台基础动力响应分析 [J]. 中国港湾建设，2017, 37(3): 37-42.

ZHOU J S, ZHANG S H, CHEN G M, et al. Dynamic response analysis for offshore wind power high-pile cap foundation under wave action [J]. China Harbour Engineering, 2017, 37(3): 37-42.