| [1] | 柳国环,李宏男．高压输电塔-线体系风致动力响应分析与优化控制[J]．中国电机工程学报,2008,28(19)：131-137．Liu Guohuan，Li Hongnan．Rain-wind-induced dynamic model for transmission tower system[J]．Proceedings of the CSEE，2008，28(19)：131-137(in Chinese)．
|
| [2] | 肖正直，李正良，汪之松，等．1000kV汉江大跨越塔线体系风洞实验与风振响应分析[J]．中国电机工程学报，2009，29(34)：84-89．Xiao Zhengzhi，Li Zhengliang，Wang Zhisong，et al．Wind tunnel tests and wind-induced responses analysis of 1000kV Hanjiang long span transmission line system [J]．Proceedings of the CSEE，2009，29(34)：84-89(in Chinese)．
|
| [3] | American Society of Civil Engineers．ASCE manuals and reports on engineering practice No．74[S]．Reston：American Society of Civil Engineers，2009．
|
| [4] | Savory E，Parke G A R，Zeinoddini M，et al．Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tower[J]．Engineering Structures，2001(23)：365-375．
|
| [5] | 谢强，张勇，李杰．华东电网500kV任上5237线飑线风致倒塔事故调查分析[J]．电网技术，2006，30(10)：59-63．Xie Qiang，Zhang Yong，Li Jie．Investigation on tower collapses of 500kV RenShang 5237 transmission line caused by downburst[J]．Power System Technology，2006，30(10)：59-63(in Chinese)．
|
| [6] | Holmes J D，Baker C J，English E C，et al．Wind structure and codification[J]．Wind and Structures，2005，8(4)：235-250．
|
| [7] | Holmes J D．Recent developments in the specification of wind loads on transmission lines[J]．Journal of Wind & Engineering，2008，5(1)：8-18．
|
| [8] | 国家能源局．DL/T 5154-2012，架空输电线路杆塔结构设计技术规定[S]．北京：中国计划出版社，2012．National Energy Administration. DL/T 5154-2012，Technical code for the design of tower and pole structures of overhead transmission lines[S]．Beijing：China Planning Press，2012(in Chinese)．
|
| [9] | International Electrotechnical Commision．IEC 60826，Design criteria of overhead transmission lines [S]．Geneva：International Electrotechnical Commision，2003．
|
| [10] | British Standards Institution．BS-8100：1986，Lattice tower and masts-Part1：Code of practice for loading [S]．London：British Standards Institution，2005．
|
| [11] | Standards Australia Limited/Standards New Zealand．Australia/New Zealand Standard，AS/NZS 7000：2010，Overhead line design-detailed procedures [S]．Sydeny：SAI Global Limited，2010．
|
| [12] | 瞿伟廉，梁政平，王力争，等．下击暴流的特征及其对输电线塔风致倒塌的影响[J]．地震工程与工程振动，2010，30(6)：120-126．Qu Weilian，Liang Zhengping，Wang Lizheng，et al．Downburst’s characteristics and its effect on wind-induced collapse of transmission tower[J]．Journal of Earthquake Engineering and Engineering Vibration，2010，30(6)：120-126(in Chinese)．
|
| [13] | 潘峰，谢芳，邢月龙，等．1000kV特高压钢管构架雷暴冲击风致振动响应研究[J]．空气动力学学报，2012，30(4)：502-507．Pan Feng，Xie Fang，Xing Yuelong，et al．Wind-induced dynamic response of large steel tube frame for 1000kV UHV transmission lines to thunderstorm downbursts [J]．Acta Aerodynamica Sinica，2012，30(4)：502-507(in Chinese)．
|
| [14] | 李春祥，刘哲晨，申建红，等．土木工程下击暴流风速数值模拟的研究[J]．振动与冲击，2010，29(12)：49-54．Li Chunxiang，Liu Zhechen，Shen Jianhong，et al．Numerical simulations of downburst wind speeds in civil engineering[J]．Journal of Vibration and Shock，2010，29(12)：49-54(in Chinese)．
|
| [15] | 李春祥，李锦华，于志强．输电塔线体系抗风设计理论与发展[J]．振动与冲击，2009，28(10)：15-25．Li Chunxiang，Li Jinhua，Yu Zhiqiang．A review of wind-resistant design theories of transmission tower-line system[J]．Journal of Vibration and Shock，2009，28(10)：15-25(in Chinese)．
|
| [16] | Shehata A Y，El Damattya A A，Savory E．Finite element modeling of transmission line under downburst wind loading[J]．Finite Elements in Analysis and Design，2005(42)：71-89．
|
| [17] | 王昕，楼文娟，徐伟．雷暴冲击风对输电塔的作用特征[J]．华中科技大学学报(城市科学版)，2008，25(4)：10-14．Wang Xin，Lou Wenjuan，Xu Wei．Features of thunderstorm downburst on transmission tower [J]．Journal of HUST(Urban Science Edition)，2008，25(4)：10-14(in Chinese)．
|
| [18] | 王锦文，瞿伟廉．下击暴流风作用下输电“线-塔”结构倒塌破坏的特征分析[C]//第十四届全国结构风工程学术会议．北京：中国土木工程学会，2009：395-400． Wang Jinwen，Qu Weilian. Analysis on failure characteristics of transmission tower-line system under downburst[C]//The 14th National Conference on Structural Wind Engineering．Beijing：China Civil Engineering Society，2009：395-400(in Chinese)．
|
| [19] | 瞿伟廉，吉柏锋．下击暴流的形成与扩散及其对输电线塔的灾害作用[M]．北京：科学出版社，2013：228-258．Qu Weilian，Ji Bofeng. Formation and diffusion of downburst and disaster effect on transmission lines[M]. Beijing：Science Press，2013：228-258(in Chinese)．
|
| [20] | Vicroy D D．A simple，analytical，asymmetric microburst model for downdraft estimation[R]．Washington D.C.：NASA Technical Memorandum 104053，1991．
|
| [21] | Chen Lizhong，Letchford C W．A deterministic–stochastic hybrid model of downbursts and its impact on a cantilevered structure[J]．Engineering Structures，2004(26)：619-629．
|
| [22] | Holmes J D，Oliver S E．An empirical model of a downburst[J]．Engineering Structures，2000(22)：1167-1172．
|
| [23] | Oseguera R M，Bowles R L．A simple analytic 3-dimensional downburst model based on boundary layer stagnation flow[R]．Washington D.C.：NASA Technical Memorandum 100632，1988．
|
| [24] | Wood G S，Kwok K C S．An empirically derived estimate for the mean velocity profile of a thunderstorm downburst [C]//Proceedings of the 7th AWES Workshop．Aukland：Australian Wind Engineering Society，1998：1-4．
|
| [25] | Lou Wenjuan，Wang Xin，Jiang Ying．Wind-induced responses of a high-rise transmission tower to thunderstorm downbursts[C]//The Seventh Asia-Pacific Conference on Wind Engineering．Taipei：Chinese Taiwan Association for Wind Engineering and Wind Engineering Research Center of Tamkang University，2009：1-8．
|
| [26] | 黄本才，汪丛军．结构抗风分析原理及应用[M]．上海：同济大学出版社，2008：29-30． Huang Bencai，Wang Congjun. The wind resistance analysis principle and application in structures[M]. Shanghai：Tongji University Press，2008：29-30(in Chinese)．
|
