宋波等：冲刷深度对海上风电塔地震动力响应的影响分析 ·1359. interaction.Chin 0 Mech,2014,35(3):473 研究及数值模拟.水利学报.2015,46（增刊1）：263) (田树刚，陈清军.考虑流固耦合的近海风电支撑体系自振特 [12]Yang S L,Ma H W.Study on the optimum geometry of offshore 性分析.力学季刊，2014,35(3)：473) wind turbine monopiles unprotected against scour.Ocean Tech- [6]Li K W,Song B,Huang S.Dynamic response analysis of offshore nol,2018.37(1):74 wind tower founded on monopole considering FSI.J Build Struct, (杨少磊，马宏旺.考虑冲刷情况下海上风电单桩基础优化 2014,35(4):318 设计研究.海洋技术学报.2018,37(1)：74) (李凯文，宋波，黄帅.考虑流固耦合效应的海上单桩式风电 [13]Wang Z F.The Influence of Foundation Scouring on the Seismic 塔动力响应研究.建筑结构学报，2014,35(4)：318) Performance of a Bridge Under the Background of Climate Change [7]Kim D H,Lee S G,Lee I K.Seismic fragility analysis of 5 MW [Dissertation].Beijing:Beijing Jiaotong University,2012 offshore wind turbine.Renewcable Energy,2014,65:250 (王志丰.考虑气候变化背景下基础冲刷对桥梁抗震性能的 [8]Takehiko S,Takeshi I.Design formulae on concrete capacity of 影响[学位论文].北京：北京交通大学，2012) wind turbine pedestal based on the non-linear FEM analysis.J [14]Whitehouse R J,Harris J M,Sutherland J,et al.The nature of Struct Eng,2014.60:134 scour development and scour protection at offshore windfarm foun- (佐野健彦，石原孟.非線形FEM解析（二基〈風車無筋ペ dations.Mar Pollut Bull,2011,62(1)73 子又夕儿)耐力評缅式)提案.構造工学論文集，2014,60： [15]Song B,Li J R,Wang H L,et al.Earthquake response analysis 134) of in-service offshore wind towers considering effects of tide level [9]He H N.The Erolutional Study on Bearing Performance of Bridge and hydrodynamic pressure.J Archit Ciril Eng,2015,32(2): Pile Foundation Under Scour Condition Dissertation ]Nanjing: Southeast University,2015 (宋波，李吉人，王海龙，等.考虑潮位及动水压力影响的在 (何泓男.冲刷作用下桥梁桩基承载性能演化研究[学位论 役海上风电塔地震响应分析.建筑科学与工程学报，2015 文].南京：东南大学，2015) 32(2):35) [10]Zhu W Q.Calculation method and safeguard measurement of [16]Japan Road Association.Guide to Road Bridge V Seismic Design. wind turbine scoured on the sea.Electr Power Sure Des,2016 Tokyo:Japan Maru Shan Publishing House,1995 (Suppl 2):35 (日本道路协会.道路桥示方书V耐震设计篇.东京：日本 (朱伟强.海上风机冲刷计算方法及防护措施.电力勘测设 丸善出版社，1995) 计，2016（增刊2）：35) [17]Han X L,Xie C D,Ji J,et al.Ground motion selection for elas- [11]Hu D,Li F.Zhang K Y.Experment on the lateral load capacity to-plastic time-history analysis of long-period structure.China of single piles under scour conditions.Hydraul Eng,2015,46 Civil Eng J,2016,49(6):46 Suppl 1)263 (韩小雷，谢灿东，季静，等.长周期结构弹塑性时程分析的 (胡丹，李芬，张开银.冲刷作用下单桩水平承载特性试验 地震波选取.土木工程学报，2016,49(6)：46)宋 波等: 冲刷深度对海上风电塔地震动力响应的影响分析 interaction. Chin Q Mech, 2014, 35(3): 473 (田树刚, 陈清军. 考虑流固耦合的近海风电支撑体系自振特 性分析. 力学季刊, 2014, 35(3): 473) [6] Li K W, Song B, Huang S. Dynamic response analysis of offshore wind tower founded on monopole considering FSI. J Build Struct, 2014, 35(4): 318 (李凯文, 宋波, 黄帅. 考虑流固耦合效应的海上单桩式风电 塔动力响应研究. 建筑结构学报, 2014, 35(4): 318) [7] Kim D H, Lee S G, Lee I K. Seismic fragility analysis of 5 MW offshore wind turbine. Renewable Energy, 2014, 65: 250 [8] Takehiko S, Takeshi I. Design formulae on concrete capacity of wind turbine pedestal based on the non鄄linear FEM analysis. J Struct Eng, 2014. 60: 134 (佐野健彦, 石原孟. 非線形 FEM 解析账基张寨風車無筋众 智止挚蛛瘴耐力評価式瘴提案. 構造工学論文集, 2014, 60: 134) [9] He H N. The Evolutional Study on Bearing Performance of Bridge Pile Foundation Under Scour Condition [Dissertation]. Nanjing: Southeast University, 2015 (何泓男. 冲刷作用下桥梁桩基承载性能演化研究[学位论 文]. 南京: 东南大学, 2015) [10] Zhu W Q. Calculation method and safeguard measurement of wind turbine scoured on the sea. Electr Power Surv Des, 2016 (Suppl 2): 35 (朱伟强. 海上风机冲刷计算方法及防护措施. 电力勘测设 计, 2016(增刊 2): 35) [11] Hu D, Li F, Zhang K Y. Experment on the lateral load capacity of single piles under scour conditions. J Hydraul Eng, 2015, 46 (Suppl 1): 263 (胡丹, 李芬, 张开银. 冲刷作用下单桩水平承载特性试验 研究及数值模拟. 水利学报, 2015, 46(增刊 1): 263) [12] Yang S L, Ma H W. Study on the optimum geometry of offshore wind turbine monopiles unprotected against scour. J Ocean Tech鄄 nol, 2018, 37(1): 74 (杨少磊, 马宏旺. 考虑冲刷情况下海上风电单桩基础优化 设计研究. 海洋技术学报, 2018, 37(1): 74) [13] Wang Z F. The Influence of Foundation Scouring on the Seismic Performance of a Bridge Under the Background of Climate Change [Dissertation]. Beijing: Beijing Jiaotong University, 2012 (王志丰. 考虑气候变化背景下基础冲刷对桥梁抗震性能的 影响[学位论文]. 北京: 北京交通大学, 2012) [14] Whitehouse R J, Harris J M, Sutherland J, et al. The nature of scour development and scour protection at offshore windfarm foun鄄 dations. Mar Pollut Bull, 2011, 62(1): 73 [15] Song B, Li J R, Wang H L, et al. Earthquake response analysis of in鄄service offshore wind towers considering effects of tide level and hydrodynamic pressure. J Archit Civil Eng, 2015, 32(2): 35 (宋波, 李吉人, 王海龙, 等. 考虑潮位及动水压力影响的在 役海上风电塔地震响应分析. 建筑科学与工程学报, 2015, 32(2): 35) [16] Japan Road Association. Guide to Road Bridge V Seismic Design. Tokyo: Japan Maru Shan Publishing House, 1995 (日本道路协会. 道路桥示方书 V 耐震设计篇. 东京: 日本 丸善出版社, 1995) [17] Han X L, Xie C D, Ji J, et al. Ground motion selection for elas鄄 to鄄plastic time鄄history analysis of long鄄period structure. China Civil Eng J, 2016, 49(6): 46 (韩小雷, 谢灿东, 季静, 等. 长周期结构弹塑性时程分析的 地震波选取. 土木工程学报, 2016, 49(6): 46) ·1359·