第10期 宋波等：风电塔非线性地震动力响应规律与极限值评价 ·1389· 本文着重研究了风电塔结构在不同地震动作 会.性能規定型耐震設計現状之课題。鹿島出版社，2006： 用下的动力响应与规律，探讨了结构动力响应极限 6) 值与结构抗震性能的评价方法，所得结论可推广到 9]Lavassas I,Nikolaidis G,Zervas P,et al.Analysis and de- 结构在不同荷载组合条件下的动力响应分析与极限 sign of the prototype of a steel 1-MW wind turbine tower. 值评价，其分析和评价方法可为风电塔结构性能设 Eng Struct,.2003.25(8):1097 [10 Modirzadeh M,Tesfamariam S,Milani A S.Performance 计研究提供参考 based earthquake evaluation of reinforced concrete build- ings using design of experiments.Erpert Syst Appl,2012 参考文献 39(3):2919 [11]Karavasilis T L,Bazeos N,Beskos D E.Maximum dis- [1]He G L,Zhou Y,Li J.Seismic analysis of wind turbine placement profiles for the performance based seismic de- system.Eng Mech,2009,26(7):72 sign of plane steel moment resisting frames.Eng Struct, (贺广零，周勇，李杰.风力发电高塔系统地震动力响应分 2006,28(1):9 析.工程力学2009,26(7)：72) [12]Ghobarah A.Performance-based design in earthquake en- [2]Zhou B,Fei C Y,Chen C Z.Study on vibration charac- gineering:state of development.Eng Struct,2001,23(8): teristics of the tower for wind turbine.J Vib Eng,2004. 878 17(Suppl2):903 [13]Tamai H,Takamatsu T.Cyclic loading tests on a non- (周勃，费朝阳，陈长征.风力机塔架的振动特性研究.振动 compression brace considering performance-based seismic 工程学报，2004,17（增刊2）：903) design.J Constr Steel Res,2005,61(9):1301 3]Tanabe T,Lida Y,Masuda H,et al.A fundamental study [14 Zou X K,Chan C M.Optimal seismic performance-based on dynamic characteristics and the seismic design of wind design of reinforced concrete buildings using nonlinear turbine generator systems.NKK Tech Rep,2002,6(177): pushover analysis.Eng Struct,2005,27(8):1289 64 [15 Specifications for Highway Bridges:Part V.Seismic De- (棚邊隆，飯田泰彦，增田博，.風力凳電設備”動的特 sign.1st Ed.Japan Road Association,2002 性耐震設計)基礎的考察.NKK技報，2002,6(177)： (道路橋示方書，同解説：V耐震設計篇.1版.日本道路協 64) 会.2002) [4]Nuta E,Christopoulos C,Packer J A.Methodology for [16]Gong S L.Handbook for Seismic Design of Buildings.2nd seismic risk assessment for tubular steel wind turbine tow- Ed.Beijing:China Architecture and Building Press,2002 ers application to Canadian seismic environment.Can J (龚思礼.建筑抗震设计手册.2版北京：中国建筑工业出 Civ Eng,.2011,38(3):293 版社，2002) [5]Karadeniz H,Togn V,Vrouwenvelder T.An integrated [17 Ishihara T.Guidelines of Design of Wind Turbine Sup- reliability based design optimization of offshore towers. port Structures and Foundations.Ist Ed.Japan:Task Reliab Eng Syst Saf,2009,94(10):1510 Committee on Dynamic Analysis and Structural Design [6]The European Committee for Standardization.BS of Wind Turbine Committee of Structural Engineering, EN 1993-1-6:2007 Design of Steel Structures Part 1-6: 2010 Strength and Stability of Shell Structures.BSI,2009:4 (石原孟.凰力凳電設備支持物構造設計指針，同解說.1 [7]Det Norske Veritas A S.NDV-OS-J101 Design of Offshore 版.日本：周力凳電設備②動的解析上構造設計小委員会 Wind Turbine Structures,2013:2 2010) [8 Japan Association for Earthquake Engineering Research [18 Ministry of Housing and Urban-Rural Development,Peo- Committee on the Performance-based Seismic Design ple's Republic of China.GB50011-2006 Code for Design Method.Performance-based Type Seismic Design Status of High-Rising Structures.Beijing:China Planning Press, and Challenges.Kajima Institute Publishing Co.,Ltd., 2007 2006.6 (中华人民共和国住房和城乡建设部.GB50135一2006高 (日本地震工学会性能規定耐震設計法仁闋寸石研究委員 耸结构设计规范.北京：中因计划出版社，2007)第 10 期 宋 波等：风电塔非线性地震动力响应规律与极限值评价 1389 ·· 本文着重研究了风电塔结构在不同地震动作 用下的动力响应与规律，探讨了结构动力响应极限 值与结构抗震性能的评价方法，所得结论可推广到 结构在不同荷载组合条件下的动力响应分析与极限 值评价，其分析和评价方法可为风电塔结构性能设 计研究提供参考. 参 考 文 献 [1] He G L, Zhou Y, Li J. Seismic analysis of wind turbine system. Eng Mech, 2009, 26(7): 72 (贺广零, 周勇, 李杰. 风力发电高塔系统地震动力响应分 析. 工程力学, 2009, 26(7): 72) [2] Zhou B, Fei C Y, Chen C Z. Study on vibration charac￾teristics of the tower for wind turbine. J Vib Eng, 2004, 17(Suppl 2): 903 (周勃, 费朝阳, 陈长征. 风力机塔架的振动特性研究. 振动 工程学报, 2004, 17(增刊 2): 903) [3] Tanabe T, Lida Y, Masuda H, et al. A fundamental study on dynamic characteristics and the seismic design of wind turbine generator systems. NKK Tech Rep, 2002, 6(177): 64 (棚邉隆, 飯田泰彦, 増田博, など. 風力発電設備の動的特 性と耐震設計の基礎的考察. NKK 技報, 2002, 6(177): 64) [4] Nuta E, Christopoulos C, Packer J A. Methodology for seismic risk assessment for tubular steel wind turbine tow￾ers application to Canadian seismic environment. Can J Civ Eng, 2011, 38(3): 293 [5] Karadeniz H, Toˇgn V, Vrouwenvelder T. An integrated reliability based design optimization of offshore towers. Reliab Eng Syst Saf, 2009, 94(10): 1510 [6] The European Committee for Standardization. BS EN 1993-1-6:2007 Design of Steel Structures Part 1-6: Strength and Stability of Shell Structures. BSI, 2009: 4 [7] Det Norske Veritas A S. NDV-OS-J101 Design of Offshore Wind Turbine Structures, 2013: 2 [8] Japan Association for Earthquake Engineering Research Committee on the Performance-based Seismic Design Method. Performance-based Type Seismic Design Status and Challenges. Kajima Institute Publishing Co., Ltd., 2006,6 (日本地震工学会性能規定耐震設計法に関する研究委員 会. 性能規定型耐震設計現状と課 . 鹿島出版社, 2006: 6) [9] Lavassas I, Nikolaidis G, Zervas P, et al. Analysis and de￾sign of the prototype of a steel 1-MW wind turbine tower. Eng Struct, 2003, 25(8): 1097 [10] Modirzadeh M, Tesfamariam S, Milani A S. Performance based earthquake evaluation of reinforced concrete build￾ings using design of experiments. Expert Syst Appl, 2012, 39(3): 2919 [11] Karavasilis T L, Bazeos N, Beskos D E. Maximum dis￾placement profiles for the performance based seismic de￾sign of plane steel moment resisting frames. Eng Struct, 2006, 28(1): 9 [12] Ghobarah A. Performance-based design in earthquake en￾gineering: state of development. Eng Struct, 2001,23(8): 878 [13] Tamai H, Takamatsu T. Cyclic loading tests on a non￾compression brace considering performance-based seismic design. J Constr Steel Res, 2005, 61(9): 1301 [14] Zou X K, Chan C M. Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis. Eng Struct, 2005, 27(8): 1289 [15] Specifications for Highway Bridges: Part V. Seismic De￾sign. 1st Ed. Japan Road Association, 2002 (道路橋示方書 · 同解説: V 耐震設計篇. 1 版. 日本道路協 会, 2002) [16] Gong S L. Handbook for Seismic Design of Buildings. 2nd Ed. Beijing: China Architecture and Building Press, 2002 (龚思礼. 建筑抗震设计手册. 2 版. 北京: 中国建筑工业出 版社, 2002) [17] Ishihara T. Guidelines of Design of Wind Turbine Sup￾port Structures and Foundations. 1st Ed. Japan: Task Committee on Dynamic Analysis and Structural Design of Wind Turbine Committee of Structural Engineering, 2010 (石原孟. 風力発電設備支持物構造設計指針 · 同解説. 1 版. 日本: 風力発電設備の動的解析と構造設計小委員会, 2010) [18] Ministry of Housing and Urban-Rural Development, Peo￾ple’s Republic of China. GB50011—2006 Code for Design of High-Rising Structures. Beijing: China Planning Press, 2007 (中华人民共和国住房和城乡建设部. GB 50135—2006 高 耸结构设计规范. 北京: 中国计划出版社, 2007)