引文
[1]Irvine H M.Cable structures[M].Cambridge:The MITPress,1981.
[2]Al-Bremani F G A,Kitipornchai S.Nonliear Analysis oftransmission Towers.Eng.Struct.,1992,14(3):139-151.
[3]Ozono S,Maeda J.In-plane dynamic interaction between atower and conductors at lower frequencies[J].Eng.Struct.,1992,14(4):210-216.
[4]Yasui H,Marukawa H,Momomura Y,et al.Analytical stud-y on wind-induced vibration of power transmission towers[J].Wind Eng.Ind.Aerodyn,1999,83(2):431-441.
[5]Li Hongnan,Wang Qianxin,Singh MP.Seismic response a-nalysis method for coupled system of transmission lines andtowers,Part I:Out of plane[J].地震工程与工程振动,1996,16(增刊):67-75.
[6]Li Hongnan,Wang Qianxin,Singh M P.Seismic responseanalysis method for coupled system of transmission lines andtowers,Part II:In plane[J].地震工程与工程振动,1996,16(4):78-87.
[7]李宏男,王前信.大跨越输电塔体系的动力特性[J].土木工程学报,1997,30(5):28-35.
[8]李宏男,王苏岩,班文卓.大跨越输电塔体系的抗震计算模型[J].特种结构,1998,15(3):47-50.
[9]瞿伟廉,殷惠君,陈波.输电线路动力分析的多质点模型研究[J].华中科技大学学报,2003,20(2):1-5.
[10]赵滇生,金三爱.有限元模型对输电塔架结构动力特性分析的影响[J].特种结构,2004,21(3):8-11.
[11]曹枚根,周福霖,徐忠根,等.钢管组合大跨越输电塔线体系简化模型研究[J].钢结构,2005,20(6):27-32.
[12]朱贤俊.输电线路塔-线混合体系的动力学模型分析[J].江苏电机工程,2006,25(2):48-50.
[13]梁峰,李黎,尹鹏.大跨越输电塔-线体系数值分析模型的研究[J].振动与冲击,2007,26(2):61-65.
[14]胡松,唐国安,杨元春.输电线路大跨越塔的自振特性研究[J].钢结构,2000,15(1):39-41.
[15]梁枢果,朱继华,王力争.大跨越输电塔-线体系动力特性分析[J].地震工程与工程振动,2003,23(6):63-69.
[16]苏速,冷涛,朱浩.大跨越输电体系动力特性分析[J].济南大学学报(自然科学版),2004,18(3):261-263.
[17]曹枚根,徐忠根,刘智勇.大跨越输电钢管组合塔动力特性的理论分析[J].电力建设,2005,26(12):51-54.
[18]曹枚根,周福霖,徐忠根,等.钢管组合大跨越输电塔结构动力特性研究[J].广州大学学报(自然科学版),2005,4(6):542-547.
[19]傅鹏程,邓洪洲,吴静.输电塔结构动力特性研究[J].特种结构,2005,22(1):47-49.
[20]刘树堂,康丽萍.长短腿耐张输电铁塔的静力及自振特性分析[J].广东电力,2007,20(10):24-28.
[21]中华人民共和国电力行业标准.架空送电线路杆塔结构设计技术规定[DL/T5154-2002].北京:中国电力出版社,2002.
[22]DL/T5092-1999.110~550kV架空送电线路技术规程.北京:中国电力出版社,1999.
[23]Holmes J D.Along-wind response of lattice towers-I.Derivation of expressions for gust response[J].EngineeringStructures,1994,16(4):287-292.
[24]Holmes J D.Along-wind response of lattice towers-III.Effective load distributions[J].Engineering Structures,1996,18(7):489-494.
[25]Holmes J D.Effective static load distributions in windengineering[J].Journal of Wind Engineering and IndustrialAerodynamics,2002,90:91-109.
[26]Li Hongnan,Xiao Shiyun.Model of transmission tower-pile-soil dynamic interaction under earthquake:in-plane[J].ASME PVP,2002,445(2):143-147.
[27]李宏男,石文龙,贾连光.考虑导线影响的输电塔侧向简化抗震计算方法[J].振动工程学报,2003,16(2):101-105.
[28]楼文娟,孙炳楠.风与结构的耦合作用及风振响应分析[J].工程力学,2000,17(5):16-22.
[29]梁波,徐建良.架空输电铁塔动力风响应的数值模拟[J].同济大学学报,2002,30(5):583-587.
[30]郭勇,孙炳楠,叶尹.大跨越输电塔线体系风振响应的时域分析[J].土木工程学报,2006,39(12):12-17.
[31]张琳琳,谢强,李杰.输电线路多塔耦联体系的风致动力响应分析[J].防灾减灾工程学报,2006,26(3):261-267.
[32]Shehata A Y,Damatty AA El,Savory E.Finite elementmodeling of transmission line under downburst wind loading[J].Finite elements in analysis and design,2005,42:71-89.
[33]宋亚军,戴鸿哲,王伟,等.输电塔-线体系风振反应分析[J].自然灾害学报,2007,16(4):91-96.
[34]夏正春,李黎,梁政平,等.输电塔在线路断线作用下的动力响应[J].振动与冲击,2007,26(11):45-49.
[35]Savory Eric,Parke Gerard A R,Zeinoddini Mostafa,ToyNorman,Disney Peter.Modelling of tornado and microburst-induced wind loading and failure of a lattice transmission tow-er[J].Engineering Structures,2001,23(4):365-375.
[36]李宏男,白海峰.高压输电塔-线体系抗灾研究的现状与发展趋势[J].土木工程学报,2007,40(2):39-46.
[37]Taskov L,Bojadziev M,Stefanovski M.Experiment studiesfor development and application of dampers for vibrationdamping at power transmission structures[A].8th EuropeanConference on Earthquake Engineering[C],1986,(8.5):25-32.
[38]Battista RC,Rodrigues RS,Pfeil MS.Dynamic behavior andstability of transmission line towers under wind forces[J].Journal of Wind Engineering and Industrial Aerodynamics,2003,91(8):1051-1067.
[39]黄斌,唐家祥.大跨越输电塔结构风振控制[J].噪声与振动控制,1997,17(5):2-5.
[40]黄斌,唐家祥.大跨越自立式高压输电塔风振控制[J].特种结构,1997,14(3):49-52.
[41]胡松.大跨越输电线路的风振反应分析及振动控制研究[D].上海:同济大学,1999.
[42]陈亦,唐国安.大跨越输电线路塔的振动控制[J].特种结构,2000,17(3):43-46.
[43]邓洪洲,朱松晔,王肇民.大跨越输电塔线体系风振控制[J].电力建设,2002,23(8):30-37.
[44]邓洪洲,朱松晔,陈亦,等.大跨越输电塔线体系风振控制研究[J].建筑结构学报,2003,24(4):60-65.
[45]苏速,邓洪洲.江阴500KV大跨越输电塔线体系模型风振控制试验研究[J].山东建筑工程学院学报,2002,17(3):7-12.
[46]江宜城,钟寅亥,樊剑,等.粘弹性阻尼器控制下的大跨越输电塔的风振响应分析[J].钢结构,2003,18(4):34-36.
[47]钟寅亥,李黎,江宜城.粘弹性阻尼器在控制输电塔风振反应中的应用[J].华中科技大学学报(城市科学版),2003,20(2):69-71.
[48]贺业飞,楼文娟,孙炳楠,等.悬挂质量摆对大跨越输电塔的风振控制[J].浙江大学学报(工学版),2005,39(12):1891-1896.
[49]郭勇,孙炳楠,叶尹.多目标优化方法在输电塔阻尼器布置中的应用[J].浙江大学学报(工学版),2006,40(10):1755-1760.
[50]瞿伟廉.MR阻尼器对高耸结构风振反应的智能控制[J].建筑科学与工程学报,2006,23(1):10-16.
[51]鄢圣超,闫维明,何浩祥,等.双钢管塔顺风向风振反应TMD控制研究[J].四川建筑,2006,26(2):109-113.
[52]曹枚根,周福霖,徐忠根,等.大跨越输电塔线体系减震控制分析研究[J].电网技术,2007,31(14):45-51.
[53]李黎,夏正春,张行,等.FPS型MTMD在输电塔减震中的应用[J].华中科技大学学报,2007,24(3):4-7.
[54]尹鹏,李黎,梁政平.粘弹铅芯阻尼器在控制输电塔风振反应中的应用[J].振动与冲击,2007,26(8):1-8.
[55]Fujita T T.Manual of downburst identification for ProjectNIMROD[J].University of Chicago,1978:104-112.
[56]Fujita TT.Tornadoes and downburst in the context of gener-alized planetary scales[J].J.Atomos.Sci.,1981,38:1511-1534.
[57]Fujita T T.The Downburst:Microburst and Macroburst.University of Chicago,1985:122-130.
[58]Letchford C W,Mans C,Chay M T.Thunderstorms—theirimportance in wind engineering(a case for the next genera-tion wind tunnel)[J].Journal of Wind Engineering and In-dustrial Aerodynamics,2002,90(12-15):1415-1433.
[59]Fujita T T.Objective operations and results of project NIM-ROD[J].11th Conference on Severe Local Storms,AMS,l979:259-266.
[60]Carthy T M.The joint airport weather studies project.BullAMS,1982,63:15-22.
[61]Wolfson MM,Distefano J T.Low-altitude wind shear charac-teristics[C].14 th Conference on Severe Local Storms,AMS,1985:322-327.
[62]McCarthy J,Operational wind shear detection and warning the“CLAWS”experience At Denver and future objectives[J].23rdConference on Radar Meteorology,AMS,1986:18-21.
[63]Dodge J,Arnold.The Cooperative Huntsville MeteorologicalExperiment(COHMEX)[J].Bull AMS,1986,67:4l7-419.
[64]Elmore K M,Albo E D,Goodrich R K,et al.NASA/NCARairborne and ground-based wind shear studies[J].BullAMS,1994,155:343-346.
[65]Davis C.The bow echo and MCV experiment(BAMEX):Observations and opportunities[J].Bull AMS,2004,85:1075-1093.
[66]Wakimoto R M.The life cycle of thunderstorm gust fronts asviewed with Doppler radar and Rawinsonde data,Month[J].Weather Rev.1982,110:1060-1082.
[67]Forbes G S,Wakimoto R M.A concentrated outbreak of tor-nadoes,downbursts and microbursts,and implications regard-ing vortex classification[J].Month.Weather Rev.1983,111:220-235.
[68]Srivastava R C.A model of intense downdrafts driven by themelting and evaporation of precipitation[J].J.Atmos.Sci.,1987,44:1752-1773.
[69]Lundgren T S,Yao J,Mansour N N.Microburst modellingand scaling[J].J.Fluid Mech.1992,239:461-488.
[70]Yao J,Lundgren T S.Experimental investigation of micro-bursts[J].Exp.Fluids 1996,21:17-25.
[71]McCarthy P,Melsness M.Severe weather elements associatedwith September5,1996 hydro tower failures near Grosse Isle,Manitoba,Canada.Manitoba Environmental Service Centre,Environment Canada,1996,21.
[72]Shehata A Y,El Damatty A A.Assessment of the Failure ofan Electrical Transmission Line Due to a Downburst Event.inElectrical Transmission Line 2006.Birmingham,AL,USA:ASCE.
[73]Li C Q.A stochastic model of severe thunderstorms for trans-mission line design[J].Probabilistic Engineering Mechan-ics,2000,15(4):359-364.
[74]Shehata A Y,El Damatty A A,Savory E.Finite elementmodeling of transmission line under downburst wind loading[J].Finite Elements in Analysis and Design,2005,42(1):71-89.
[75]Kim J,Hangan H,Ho T C E.Downburst versus boundarylayer induced wind loads for tall buildings[J].Wind andStructures,An International Journal,2007,10(5):481-494.
[76]Fujita TT.Andrews AFB microburst.SMRP Research Paper205.University of Chicago,1985,38.
[77]Hjelmfelt MR.Structure and life circle of microburst outflowsobserved in Colorado[J].Journal of Applied Meteorology1988,27:900-926.
[78]Choi E C C.Field measurement and experimental study ofwind speed profile during thunderstorms[J].Journal of WindEngineering and Industrial Aerodynamics,2004,92(3-4):275-290.
[79]Gast K D.A comparison of extreme wind events as sampledin the 2002 thunderstorm outflow experiment,Master s The-sis,Texas Tech University,Lubbock,Texas,2003.
[80]Chen L,Letchford C W.Proper orthogonal decomposition oftwo vertical profiles of full-scale nonstationary downburst windspeeds[lzcl][J].Journal of Wind Engineering andIndustrial Aerodynamics,2005,93(3):187-216.
[81]Chen L,Letchford C W.Multi-scale correlation analyses oftwo lateral profiles of full-scale downburst wind speeds[J].Journal of Wind Engineering and Industrial Aerodynamics,2006,94(9):675-696.
[82]Orwig K D,Schroeder J L.Near-surface wind characteristicsof extreme thunderstorm outflows[J].Journal of WindEngineering and Industrial Aerodynamics,2007,95(7):565-584.
[83]Spillane K T.On the microburst family.Australian WindEngineering Society.In:Third Workshop on Wind Engineer-ing,Brisbane,July 1993,8-9.
[84]Wood G S,et al.Physical and numerical modelling ofthunderstorm downbursts[J].Journal of Wind Engineeringand Industrial Aerodynamics,2001,89(6):535-552.
[85]Chay M T,Letchford C W.Pressure distributions on a cubein a simulated thunderstorm downburst—Part A:stationarydownburst observations[J].Journal of Wind Engineering andIndustrial Aerodynamics,2002,90(7):711-732.
[86]Letchford C W,Chay M T.Pressure distributions on a cubein a simulated thunderstorm downburst.Part B:movingdownburst observations[J].Journal of Wind Engineering andIndustrial Aerodynamics,2002,90(7):733-753.
[87]Hangan H,Kim J D,Xu Z.The Simulation of Downburstsand Its Challenges.in Structures 2004.2004,Nashville,Tennessee,USA:ASCE.
[88]Mason M S,Letchford C W,James D L.Pulsed wall jetsimulation of a stationary thunderstorm downburst,Part A:Physical structure and flow field characterization[J].Journalof Wind Engineering and Industrial Aerodynamics,2005,93(7):557-580.
[89]Lin W E,et al.Proposed large-scale modelling of thetransient features of a downburst outflow[J].In wind andstructures.2007,10(4):315-346.
[90]Holmes J D,Oliver S E.An empirical model of a downburst[J].Engineering Structures,2000,22(9):1167-1172.
[91]Chen L,Letchford C W.A deterministic-stochastic hybridmodel of downbursts and its impact on a cantilevered struc-ture[J].Engineering Structures,2004,26(5):619-629.
[92]Chen L,Letchford C W.Parametric study on the along-windresponse of the CAARC building to downbursts in the timedomain[J].Journal of Wind Engineering and IndustrialAerodynamics,2004,92(9):703-724.
[93]Chay MT,Albermani F,Wilson R.Numerical and analyti-cal simulation of downburst wind loads[J].EngineeringStructures,2006,28(2):240-254.
[94]Kim J,Hangan H.Numerical simulations of impinging jetswith application to downbursts[J].Journal of WindEngineering and Industrial Aerodynamics,2007,95(4):279-298.
[95]Chen L,Letchford C W.Numerical simulation of extremewinds from thunderstorm downbursts[J].Journal of WindEngineering and Industrial Aerodynamics,2007,95(9-11):977-990.
[96]瞿伟廉,王锦文.下击暴流风荷载的数值模拟[J].武汉理工大学学报,2008,30(2):70-74.
[97]刘晨哲.土木工程结构脉动风速的数值模拟及预测[D].上海:上海大学,2008.
[98]Holmes J D.Modeling of extreme thunderstorm winds forwind loading of structures and risk assessment.WindEngineering into 21st Century,Proceedings,10th Interna-tional Conference on Wind Engineering,Copenhagen,Den-mark,21 24 June 1999:1409-1415.
[99]Anindya Sengupta,Fred L.Haan,Partha P.Sarkar,Vas-anth Balaramudu.Transient loads on buildings and tornadowinds in microburst[J].Journal of Wind Engineering andIndustrial Aerodynamics,2008,96(10-11):2173-2187.
[100]Wang Lijuan,Ahsan Kareem.Modeling and Simulation ofTransient Winds in Downbursts/Hurricanes.In:Proceed-ings of the 10th American Conference on Wind Engineering,Baton Rouge,LA.
[101]Shehata A Y,Nassef A O,Damatty A A El.A coupled finiteelement-optimization technique to determine critical micro-burst parameters for transmission towers[J].Finite Ele-ments in Analysis and Design,2008,45(1):1-12.