悬索桥施工期抗风性能及控制研究进展
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摘要
大跨径悬索桥施工期尚未形成最终的结构体系,暂态结构的刚度较小,强风作用下的抗风安全性和舒适性已成为影响悬索桥安全顺利架设的关键问题。针对风荷载的特点及大跨径悬索桥施工期暂态结构的组成,分别对风荷载的模拟问题以及桥塔、猫道、缆索和加劲梁等施工期暂态结构抗风性能及控制的国内外研究现状进行了总结,同时提出了亟待解决的问题。
For the long-span suspension bridge under construction,the final structural system is not formed,their structural stiffness is greatly reduced,and the security and comfortableness of wind-resistant becomes important problems influencing the construction safety.For the behavior of the wind loading and the composition of the temporary structure,the advances of home and abroad research are reviewed,which is about the problem of the simulation for wind loading and the wind-resistant performance and control of the bridge pylon,catwalks,cables,stiff girder under construction of the long-span suspension bridge.Finally,some important problems regarding the wind-resistant research on long-span suspension bridge under construction are prospected.
For the long-span suspension bridge under construction,the final structural system is not formed,their structural stiffness is greatly reduced,and the security and comfortableness of wind-resistant becomes important problems influencing the construction safety.For the behavior of the wind loading and the composition of the temporary structure,the advances of home and abroad research are reviewed,which is about the problem of the simulation for wind loading and the wind-resistant performance and control of the bridge pylon,catwalks,cables,stiff girder under construction of the long-span suspension bridge.Finally,some important problems regarding the wind-resistant research on long-span suspension bridge under construction are prospected.
引文
[1]陈政清.桥梁风工程[M].北京:人民交通出版社,2005.
[2]屈应辉,徐旭.大跨度悬索桥脉动风场的数值模拟[J].工业建筑,2006,36(增刊):398-402.
[3]George deodatis.Simulation of ergodic multivariate stochastic processes[J].J.of engineering mechanics,122(8):778-787.
[4]边建烽,魏德敏.大跨空间结构风速时程的数值模拟理论[J].暨南大学学报(自然科学版),2005,26(1):87-90.
[5]Yongle Li,Haili Liao,Shizhong Qiang.Simplifying the simulation of stochastic wind velocity fields for long cable-stayed bridges[J].Computers and structures,2004,82:1591-1598.
[6]胡亮,李黎,彭元诚,等.大跨桥梁抖振时域分析的程序化方法[J].中国公路学报,2006,19(6):59-64.
[7]曾宪武,韩大建.大跨度桥梁风场模拟方法对比研究[J].地震工程与工程振动,2004,24(1):135-140.
[8]韩大建,邹小江,苏成.大跨度桥梁考虑桥塔风效应的随机风场模拟[J].工程力学,2003,20(6):18-22.
[9]骆宁安,杨文武,韩大建.大跨度桥梁脉动风场的随机模拟[J].华南理工大学学报(自然科学版),2002,30(3):57-60.
[10]舒新玲,周岱,王泳芳.风荷载测试与模拟技术的回顾及展望[J].振动与冲击,2002,21(3):6-10.
[11]周孟波,等.悬索桥手册[M].北京:人民交通出版社,2003,9:249-251.
[12]伊藤学,川田忠树[日],等著,刘健新,和丕壮译.超长大桥梁建设的序幕——技术者的新挑战[M].北京:人民交通出版社,2002:132-143.
[13]雷俊卿,等.悬索桥设计[M].北京:人民交通出版社,2002.
[14]狄谨,周绪红,张茜.斜拉桥主塔施工过程风致抖振时域分析及安全性评定[J].桥梁建设,2006,(5):68-71.
[15]韩万水,陈艾荣.考虑桥塔风场效应的斜拉桥抖振时域分析[J].工程力学,2007,24(1):123-128.
[16]K.Ogawa,T.Ide,T.Saitou.Application of impact mass damper to a cable-stayed bridge pylon[J].Journal of Wind Engineering andIndustrial Aerodynamics,72(1997)301-312.
[17]徐刚,王靖夫,任文敏,等.施工中大桥桥塔的TMD减振研究[J].工程力学,2003,20(6):106-110.
[18]Y.Kubo,V.J.Modi,et al.Suppression of wind-induced vibrations of tall structures through moving surface boundary-layer control[J].Journal of Wind Engineering and Industrial Aerodynamics,61(1996)181-194.
[19]秦宝华.应用于江阴长江大桥主缆架设的“猫道”系统施工[J].建筑施工,2001,(1):23-25.
[20]郑史雄,周述华,廖海黎.悬索桥施工猫道的非线性抗风静力稳定性分析[J].西南交通大学学报,2000,35(4):348-351.
[21]韦世国,廖海黎,赵有明,等.润扬大桥悬索桥施工猫道抗风稳定性分析[J].桥梁建设,2004,(4):1-3.
[22]杨鑫炎.大跨度悬索桥施工猫道抗风稳定性分析[J].铁道工程学报,2004,(2):46-49.
[23]乐云祥,常英,胡晓伦.武汉阳逻长江大桥施工猫道抗风稳定性分析[J].公路交通科技,2005,22(8):40-44.
[24]贾宁,刘健新.悬索桥施工猫道的抗风缆系统[J].中外公路,2006,26(3):168-170.
[25]刘健新,贾宁.悬索桥施工猫道的振动控制[J].长安大学学报(自然科学版),2006,26(4):54-57.
[26]张新军,张丹.缆索风荷载对悬索桥风效应的影响研究[J].公路,2005,(12):1-4.
[27]张新军,应磊东.应用碳纤维缆索的大跨度悬索桥抗风稳定性研究[J].土木工程学报,2006,39(12):79-83.
[28]M.Kazakebitch,A.Zakora.Cable stabilization for wind and moving load effect[J].Journal of wind engineering and industrial aerodynamics,1998,74-76.
[29]Hirai A,Okauchi I,Ito M,Miyata T.Studies on the critical wind velocity for suspension bridges.In:Proc.Int.research seminar onwind effects on building and structures.Ontario(Canada):Universityof Toronto Press;1967:81-103.
[30]Cheng J,Jiang JJ,Xiao RC,Xiang HF.Nonlinear aerostatic stability analysis of Jiang Yin suspension bridge[J].Eng Struct 2002(24):773-781.
[31]Xinjun Zhang,Haifan Xiang,Bingnan Sun.Nonlinear aerostatic and aerodynamic analysis of long-span suspension bridgesconsidering wind-structure interactions[J].Journal of WindEngineering and Industrial Aerodynamics 90(2002):1065-1080.
[32]Jin Cheng,Jian-Jing Jiang,Ru-Cheng Xiao.Aerostatic stability analysis of suspension bridges under parametric uncertainty[J].Engineering Structures 25(2003)1675-1684.
[33]Virote Boonyapinyo,Yingsak Lauhatanon,Panitan Lukkunaprasit.Nonlinear aerostatic stability analysis of suspension bridges[J].Engineering Structures 28(2006)793-803.
[34]Xinjun Zhang.Investigation on aerodynamic stability of long-span suspension bridges under erection[J].Journal of wind engineering and industrial aerodynamics 92(2004)1-8.
[35]H.Tanaka,N.J.Gimsing.Aerodynamic stability of non-symmetrically erected suspension bridge girders[J].Journal of wind engineering and industrial aerodynamics80(1999)85-104.
[36]Y.J.Ge,H.Tanaka.Aerodynamic stability of long-span suspension brdiges under erection[J].Journal of structural engineering,Vol.126,No.12,December,2000:1404-1412.
[37]Allan Larsen.Prediction of aeroelastic stability of suspension bridges during erection[J].Journal of wind engineering and industrial aerodynamics 72(1997):265-274.
[38]Diego Cobo del Arco,Angel C.Aparicio.Improving the wind stability of suspension brdiges during construction[J].Journal of structural engineering,Vol.127,No.8,August,2001:869-875.
[39]刘竹钊,何宪飞,陈艾荣.大跨悬索桥施工过程颤振稳定分析[J].同济大学学报,2002,30(5):563-568.
[2]屈应辉,徐旭.大跨度悬索桥脉动风场的数值模拟[J].工业建筑,2006,36(增刊):398-402.
[3]George deodatis.Simulation of ergodic multivariate stochastic processes[J].J.of engineering mechanics,122(8):778-787.
[4]边建烽,魏德敏.大跨空间结构风速时程的数值模拟理论[J].暨南大学学报(自然科学版),2005,26(1):87-90.
[5]Yongle Li,Haili Liao,Shizhong Qiang.Simplifying the simulation of stochastic wind velocity fields for long cable-stayed bridges[J].Computers and structures,2004,82:1591-1598.
[6]胡亮,李黎,彭元诚,等.大跨桥梁抖振时域分析的程序化方法[J].中国公路学报,2006,19(6):59-64.
[7]曾宪武,韩大建.大跨度桥梁风场模拟方法对比研究[J].地震工程与工程振动,2004,24(1):135-140.
[8]韩大建,邹小江,苏成.大跨度桥梁考虑桥塔风效应的随机风场模拟[J].工程力学,2003,20(6):18-22.
[9]骆宁安,杨文武,韩大建.大跨度桥梁脉动风场的随机模拟[J].华南理工大学学报(自然科学版),2002,30(3):57-60.
[10]舒新玲,周岱,王泳芳.风荷载测试与模拟技术的回顾及展望[J].振动与冲击,2002,21(3):6-10.
[11]周孟波,等.悬索桥手册[M].北京:人民交通出版社,2003,9:249-251.
[12]伊藤学,川田忠树[日],等著,刘健新,和丕壮译.超长大桥梁建设的序幕——技术者的新挑战[M].北京:人民交通出版社,2002:132-143.
[13]雷俊卿,等.悬索桥设计[M].北京:人民交通出版社,2002.
[14]狄谨,周绪红,张茜.斜拉桥主塔施工过程风致抖振时域分析及安全性评定[J].桥梁建设,2006,(5):68-71.
[15]韩万水,陈艾荣.考虑桥塔风场效应的斜拉桥抖振时域分析[J].工程力学,2007,24(1):123-128.
[16]K.Ogawa,T.Ide,T.Saitou.Application of impact mass damper to a cable-stayed bridge pylon[J].Journal of Wind Engineering andIndustrial Aerodynamics,72(1997)301-312.
[17]徐刚,王靖夫,任文敏,等.施工中大桥桥塔的TMD减振研究[J].工程力学,2003,20(6):106-110.
[18]Y.Kubo,V.J.Modi,et al.Suppression of wind-induced vibrations of tall structures through moving surface boundary-layer control[J].Journal of Wind Engineering and Industrial Aerodynamics,61(1996)181-194.
[19]秦宝华.应用于江阴长江大桥主缆架设的“猫道”系统施工[J].建筑施工,2001,(1):23-25.
[20]郑史雄,周述华,廖海黎.悬索桥施工猫道的非线性抗风静力稳定性分析[J].西南交通大学学报,2000,35(4):348-351.
[21]韦世国,廖海黎,赵有明,等.润扬大桥悬索桥施工猫道抗风稳定性分析[J].桥梁建设,2004,(4):1-3.
[22]杨鑫炎.大跨度悬索桥施工猫道抗风稳定性分析[J].铁道工程学报,2004,(2):46-49.
[23]乐云祥,常英,胡晓伦.武汉阳逻长江大桥施工猫道抗风稳定性分析[J].公路交通科技,2005,22(8):40-44.
[24]贾宁,刘健新.悬索桥施工猫道的抗风缆系统[J].中外公路,2006,26(3):168-170.
[25]刘健新,贾宁.悬索桥施工猫道的振动控制[J].长安大学学报(自然科学版),2006,26(4):54-57.
[26]张新军,张丹.缆索风荷载对悬索桥风效应的影响研究[J].公路,2005,(12):1-4.
[27]张新军,应磊东.应用碳纤维缆索的大跨度悬索桥抗风稳定性研究[J].土木工程学报,2006,39(12):79-83.
[28]M.Kazakebitch,A.Zakora.Cable stabilization for wind and moving load effect[J].Journal of wind engineering and industrial aerodynamics,1998,74-76.
[29]Hirai A,Okauchi I,Ito M,Miyata T.Studies on the critical wind velocity for suspension bridges.In:Proc.Int.research seminar onwind effects on building and structures.Ontario(Canada):Universityof Toronto Press;1967:81-103.
[30]Cheng J,Jiang JJ,Xiao RC,Xiang HF.Nonlinear aerostatic stability analysis of Jiang Yin suspension bridge[J].Eng Struct 2002(24):773-781.
[31]Xinjun Zhang,Haifan Xiang,Bingnan Sun.Nonlinear aerostatic and aerodynamic analysis of long-span suspension bridgesconsidering wind-structure interactions[J].Journal of WindEngineering and Industrial Aerodynamics 90(2002):1065-1080.
[32]Jin Cheng,Jian-Jing Jiang,Ru-Cheng Xiao.Aerostatic stability analysis of suspension bridges under parametric uncertainty[J].Engineering Structures 25(2003)1675-1684.
[33]Virote Boonyapinyo,Yingsak Lauhatanon,Panitan Lukkunaprasit.Nonlinear aerostatic stability analysis of suspension bridges[J].Engineering Structures 28(2006)793-803.
[34]Xinjun Zhang.Investigation on aerodynamic stability of long-span suspension bridges under erection[J].Journal of wind engineering and industrial aerodynamics 92(2004)1-8.
[35]H.Tanaka,N.J.Gimsing.Aerodynamic stability of non-symmetrically erected suspension bridge girders[J].Journal of wind engineering and industrial aerodynamics80(1999)85-104.
[36]Y.J.Ge,H.Tanaka.Aerodynamic stability of long-span suspension brdiges under erection[J].Journal of structural engineering,Vol.126,No.12,December,2000:1404-1412.
[37]Allan Larsen.Prediction of aeroelastic stability of suspension bridges during erection[J].Journal of wind engineering and industrial aerodynamics 72(1997):265-274.
[38]Diego Cobo del Arco,Angel C.Aparicio.Improving the wind stability of suspension brdiges during construction[J].Journal of structural engineering,Vol.127,No.8,August,2001:869-875.
[39]刘竹钊,何宪飞,陈艾荣.大跨悬索桥施工过程颤振稳定分析[J].同济大学学报,2002,30(5):563-568.
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