戴靠山等：运转工况下风电塔抗震分析 ·1605· 研究.振动与冲击，2014,33(14)：143) methodology for in-service wind turbine towers.Earthg Eng Eng [3]Dai K S,Yi LD,Liu Y,et al.Performance-based seismic design b.2015,14(3):539 of a wind turbine tower.Structural Engineer,2015,31(5):96 [12]Kelley N,Jonkman B.TurbSim:a stochastic,full-field,turbu- (戴靠山，易立达，刘瑶，等.某风电塔结构基于性能的抗震 lence simulator primarily for use with Inflow Wind/AeroDyn-based 分析.结构工程师，2015,31(5)：96) simulation tools[EB/0L].(2016-6-14)[2016-10-21].ht- [4]Dai K S,Wang Y,Huang Y C,et al.Review of wind turbine tps://nwtc.nrel.gov/TurbSim tower studies on wind earthquake resistances,health monito- [13]Song B,Zeng J.Nonlinear seismic dynamic response and critical ring,and vibration control.Special Structures,2015,32(3):91 value evaluation based on limit states of wind turbine tower struc- (戴靠山，王英，黄益超，等.风力发电塔结构抗风抗震、健 tures.J Univ Sci Technol Beijing,2013,35(10):1382 康监测和振动控制研究综述.特种结构.2015,32(3)：91) (宋波，曾洁.风电塔非线性地震动力响应规律与极限值评 [5]Chen Y,Song B.Wei W,et al.Dynamic response analysis on 价.北京科技大学学报，2013,35(10)：1382) the structure of wind power towers under the most unfavorable [14]Sadowski A,Camara A,Malaga-Chuquitaype C,et al.Seismic wind-earthquake combination action.I Uni Sci Technol Beijing, analysis of a tall metal wind turbine support tower with realistic 2013,35(7):941 geometric imperfections.Earthg Eng Struct Dyn,2017,46:201 (陈阳，宋波，韦伟，等。在役风电塔结构的最不利风一震 [15]Stamatopoulos G N.Response of a wind turbine subjected to 组合作用响应分析.北京科技大学学报，2013,35(7)：941) near-fault excitation and comparison with the Greek Aseismic [6]Asareh M A,Prowell I,Volz J,et al.A computational platform Code provisions.Soil Dyn Earthg Eng,2013,46:77 for considering the effects of aerodynamic and seismic load combi- [16]Valamanesh V,Myers A T.Aerodynamic damping and seismic nation for utility scale horizontal axis wind turbines.Earthg Eng response of horizontal axis wind turbine towers.J Struct Eng, Eng Vib.2016,15(1):91 2014,140(11):04014090 [7]Witcher D.Seismic analysis of wind turbines in the time domain. [17]Koh J H,Roberson A N,Jonkman J M,et al.Validation of Wind Energy,2005,8(1):81 SWAY wind turbine response in FAST,with a focus on the influ- [8]International Electrotechnical Commission.IEC61400-1 Wind tur- ence of tower wind loads /Proceedings of the Twenty-fifth bines-Part 1:Design requirement.Geneva:Intemational Electro- (2015)International Ocean and Polar Engineering Conference. technical Commission,2005 Hawaii,2015:538 [9]Jonkman J.FAST v7:An aeroelastic computer-aided engineering [18]Der Woude C V,Narasimhan S.A study on vibration isolation (CAE)tool for horizontal axis wind turbines EB/OL].(2015- for wind turbine structures.Eng Struct,2014,60:223 9-23)[2016-10-21].https://nwte.nrel.gov/FAST7 [19]Ministry of Housing and Urban-Rural Development,People's Re- [10]Prowell I.Seismic:Routines for simulating seismic loading in public of China.GB50011-2010 Code for Seismic Design of wind turbine dynamic analyses EB/OL ]2015-3-19 Building.Beijing:China Architecture&Building Press,2010 [2016-10-21].https://nwte.nrel.gov/Seismic (中华人民共和国住房和城乡建设部.GB50011-2010建筑 [11]Dai K S,Huang Y C.Gong C Q.et al.Rapid seismic analysis 抗震设计规范.北京：中国建筑工业出版社，2010)戴靠山等: 运转工况下风电塔抗震分析 研究. 振动与冲击, 2014, 33(14): 143) [3] Dai K S, Yi L D, Liu Y, et al. Performance鄄based seismic design of a wind turbine tower. Structural Engineer, 2015, 31(5): 96 (戴靠山, 易立达, 刘瑶, 等. 某风电塔结构基于性能的抗震 分析. 结构工程师, 2015, 31(5): 96) [4] Dai K S, Wang Y, Huang Y C, et al. Review of wind turbine tower studies on wind & earthquake resistances, health monito鄄 ring, and vibration control. Special Structures, 2015, 32(3): 91 (戴靠山, 王英, 黄益超, 等. 风力发电塔结构抗风抗震、健 康监测和振动控制研究综述. 特种结构, 2015, 32(3): 91) [5] Chen Y, Song B, Wei W, et al. Dynamic response analysis on the structure of wind power towers under the most unfavorable wind鄄earthquake combination action. J Univ Sci Technol Beijing, 2013, 35(7): 941 (陈阳, 宋波, 韦伟, 等. 在役风电塔结构的最不利风———震 组合作用响应分析. 北京科技大学学报, 2013, 35(7): 941) [6] Asareh M A, Prowell I, Volz J, et al. A computational platform for considering the effects of aerodynamic and seismic load combi鄄 nation for utility scale horizontal axis wind turbines. Earthq Eng Eng Vib, 2016, 15(1): 91 [7] Witcher D. Seismic analysis of wind turbines in the time domain. Wind Energy, 2005, 8(1): 81 [8] International Electrotechnical Commission. IEC61400鄄鄄1 Wind tur鄄 bines鄄Part 1: Design requirement. Geneva: International Electro鄄 technical Commission, 2005 [9] Jonkman J. FAST v7: An aeroelastic computer鄄aided engineering (CAE) tool for horizontal axis wind turbines [EB/ OL]. (2015鄄鄄 9鄄鄄23) [2016鄄鄄10鄄鄄21]. https: / / nwtc. nrel. gov / FAST7 [10] Prowell I. Seismic: Routines for simulating seismic loading in wind turbine dynamic analyses [ EB/ OL ]. ( 2015鄄鄄 3鄄鄄 19 ) [2016鄄鄄10鄄鄄21]. https: / / nwtc. nrel. gov / Seismic [11] Dai K S, Huang Y C, Gong C Q, et al. Rapid seismic analysis methodology for in鄄service wind turbine towers. Earthq Eng Eng Vib, 2015, 14(3): 539 [12] Kelley N, Jonkman B. TurbSim: a stochastic, full鄄field, turbu鄄 lence simulator primarily for use with InflowWind / AeroDyn鄄based simulation tools [EB/ OL]. (2016鄄鄄6鄄鄄14) [2016鄄鄄10鄄鄄21]. ht鄄 tps: / / nwtc. nrel. gov / TurbSim [13] Song B, Zeng J. Nonlinear seismic dynamic response and critical value evaluation based on limit states of wind turbine tower struc鄄 tures. J Univ Sci Technol Beijing, 2013, 35(10): 1382 (宋波, 曾洁. 风电塔非线性地震动力响应规律与极限值评 价. 北京科技大学学报, 2013, 35(10): 1382) [14] Sadowski A J, Camara A, M佗laga鄄Chuquitaype C, et al. Seismic analysis of a tall metal wind turbine support tower with realistic geometric imperfections. Earthq Eng Struct Dyn, 2017, 46: 201 [15] Stamatopoulos G N. Response of a wind turbine subjected to near鄄fault excitation and comparison with the Greek Aseismic Code provisions. Soil Dyn Earthq Eng, 2013, 46: 77 [16] Valamanesh V, Myers A T. Aerodynamic damping and seismic response of horizontal axis wind turbine towers. J Struct Eng, 2014, 140(11): 04014090 [17] Koh J H, Roberson A N, Jonkman J M, et al. Validation of SWAY wind turbine response in FAST, with a focus on the influ鄄 ence of tower wind loads / / Proceedings of the Twenty鄄fifth (2015) International Ocean and Polar Engineering Conference. Hawaii, 2015: 538 [18] Der Woude C V, Narasimhan S. A study on vibration isolation for wind turbine structures. Eng Struct, 2014, 60: 223 [19] Ministry of Housing and Urban鄄Rural Development, People蒺s Re鄄 public of China. GB50011鄄鄄 2010 Code for Seismic Design of Building. Beijing: China Architecture & Building Press, 2010 (中华人民共和国住房和城乡建设部. GB50011鄄鄄 2010 建筑 抗震设计规范. 北京: 中国建筑工业出版社, 2010) ·1605·