第7期 陈阳等：在役风电塔结构的最不利风一震组合作用响应分析 .947· 高耸结构设计规范.北京：中国标准出版社，2007) [7]Kareem A,Zhou Y.Gust loading factor-past,present and [3]Kobayashi D,Kiyoshi O.Dynamic response analysis for future.J Wind Eng Ind Aerodyn,2003,96(10/11):1301 offshore wind power tower during ocean wave and earth- [8 Mroz A,Holnicki-Szulc J,Karna T.Mitigation of ice load- quakes//The Fifty-eighth Academic Conference of Civil ing on off-shore wind turbines:feasibility study of a semi- Society.Tokyo,2003:151 active solution.Comput Struct,2008,86(3-5):217 (小林大佑，清宫理.洋上風力發電夕刀一波浪地震同 [9]Agarwal P,Manuel L.The influence of the joint wind-wave 時仁受動的應答解析//土木學會第58回年次學術講演會 environment on offshore wind turbine support structure 东京，2003：151) loads.J Sol Energy Eng,2008,130(3):1 (4]Takashi S,Kiyoshi O.Dynamic response analysis for off- [10]Chen Y F.Statics analysis of the telescopic tower about shore wind power tower during wind,ocean wave and 50 meter.Electro Mech Eng,2008,24(3):31 earthquakes /The Sirty Academic Conference of Civil (陈亚峰.50米升降塔的静力分析.电子机械工程，2008， Society.Tokyo,2005:543 24(3):31) (齊藤崇嗣，清宫理.洋上風力凳電施設刀風：波浪地震 同時仁受什石動的心答解析/士木學會第60回年次學 [11 Jin T,Zhou Y,Li J.Numerical analysis of reinforced con- 術講演會.东京，2005：543) crete wind turbine tower.J Huazhong Univ Sci Technol (5]Ishihara M.The state-of-the-art on design of wind turbine Urban Sci,.2008,25(4):270 support structures /Civil Construction Materials Pro- (金涛，周勇，李杰.钢筋混凝土风力发电高塔数值分析.华 ceedings.Tokyo,2008:24 中科技大学学报：城市科学版，2008,25(4：270) (石原孟.風力發電設備支持物構造設計”現状之課题/土 [12]Wang M,Wang Z Q,Jiang W Q.Structural analysis on 木構造，材料論文集.东京，2008：24) wind turbine tower using transfer matrix method.ChinJ [6]Binh L V,Ishihara T,Phuc P V,et al.A peak factor for Constr Mach,2009,7(2):131 non-Gaussian response analysis of wind turbine tower.J (王孟，王璋奇，江文强.基于传递矩阵法的风力发电机组 Wind Eng Ind Aerodyn,2008,96(10/11):2217 塔架结构分析.中国工程机械学报，2009,7(2)：131)第 7 期 陈 阳等：在役风电塔结构的最不利风--震组合作用响应分析 947 ·· 高耸结构设计规范. 北京: 中国标准出版社, 2007) [3] Kobayashi D, Kiyoshi O. Dynamic response analysis for offshore wind power tower during ocean wave and earth￾quakes // The Fifty-eighth Academic Conference of Civil Society. Tokyo, 2003: 151 (小林大佑, 清宮理. 洋上風力發電タワー波浪と地震を同 時に受動的應答解析//土木學會第 58 回年次學術講演會. 东京, 2003: 151) [4] Takashi S, Kiyoshi O. Dynamic response analysis for off- shore wind power tower during wind, ocean wave and earthquakes // The Sixty Academic Conference of Civil Society. Tokyo, 2005: 543 (齊藤崇嗣, 清宮理. 洋上風力発電施設の風と波浪と地震 を同時に受ける動的応答解析//土木學會第 60 回年次學 術講演會. 东京, 2005: 543) [5] Ishihara M. The state-of-the-art on design of wind turbine support structures // Civil Construction Materials Pro￾ceedings. Tokyo, 2008: 24 (石原孟. 風力發電設備支持物構造設計の現狀と課題//土 木構造 · 材料論文集. 东京, 2008: 24) [6] Binh L V, Ishihara T, Phuc P V, et al. A peak factor for non-Gaussian response analysis of wind turbine tower. J Wind Eng Ind Aerodyn, 2008, 96(10/11): 2217 [7] Kareem A, Zhou Y. Gust loading factor-past, present and future. J Wind Eng Ind Aerodyn, 2003, 96(10/11): 1301 [8] Mr´oz A, Holnicki-Szulc J, K¨arn¨a T. Mitigation of ice load￾ing on off-shore wind turbines: feasibility study of a semi￾active solution. Comput Struct, 2008, 86(3-5): 217 [9] Agarwal P, Manuel L. The influence of the joint wind-wave environment on offshore wind turbine support structure loads. J Sol Energy Eng, 2008, 130(3): 1 [10] Chen Y F. Statics analysis of the telescopic tower about 50 meter. Electro Mech Eng, 2008, 24(3): 31 (陈亚峰．50 米升降塔的静力分析．电子机械工程, 2008, 24(3)：31) [11] Jin T, Zhou Y, Li J．Numerical analysis of reinforced con￾crete wind turbine tower. J Huazhong Univ Sci Technol Urban Sci, 2008, 25(4): 270 (金涛, 周勇, 李杰. 钢筋混凝土风力发电高塔数值分析. 华 中科技大学学报: 城市科学版, 2008, 25(4): 270) [12] Wang M, Wang Z Q, Jiang W Q. Structural analysis on wind turbine tower using transfer matrix method. Chin J Constr Mach, 2009, 7(2): 131 (王孟, 王璋奇, 江文强．基于传递矩阵法的风力发电机组 塔架结构分析. 中国工程机械学报, 2009, 7(2): 131)