土木工程结构风场实测及新技术研究的进展
|
摘要
土木工程结构风场实测结果是掌握结构风荷载作用机理和结构动力响应及破坏机理最直接的资料,也是修正现有试验方法和理论模型最为权威的依据。简要回顾了具有高柔低阻尼特性的高层建筑和高耸结构、大跨度桥梁和大跨空间结构的发展,分析了土木工程风场实测对于结构抗风设计的重要意义。对土木工程风场实测及实测新技术的研究进展进行了综述,提出了无线传感网络用于土木工程风场实测需要解决的关键技术问题。
The results of wind-field full-scale measurements in civil engineering structures are the directest information to afford insight into wind load effects,dynamic response,and breakage on structures.Likewise,they are the most authoritative bases used for revising present test methods and theoretical models.The development of civil engineering structures,such as tall buildings,high-rise towers,long-span bridges,and long-span spatial structures with higher flexible and lower damping are briefly reviewed here.Wind-field full-scale measurements are attached importance to for design of wind resistant structures.Subsequently,developments in wind-field full-scale measurements and new measuring techniques are summarized.Especially,for the purpose of practical applications of wireless sensor network(WSN) in wind-field full-scale measurements,the key technical issues to be resolved are proposed.
The results of wind-field full-scale measurements in civil engineering structures are the directest information to afford insight into wind load effects,dynamic response,and breakage on structures.Likewise,they are the most authoritative bases used for revising present test methods and theoretical models.The development of civil engineering structures,such as tall buildings,high-rise towers,long-span bridges,and long-span spatial structures with higher flexible and lower damping are briefly reviewed here.Wind-field full-scale measurements are attached importance to for design of wind resistant structures.Subsequently,developments in wind-field full-scale measurements and new measuring techniques are summarized.Especially,for the purpose of practical applications of wireless sensor network(WSN) in wind-field full-scale measurements,the key technical issues to be resolved are proposed.
引文
[1]项海帆.21世纪世界桥梁工程的展望[J].土木工程学报,2000,33(3):1—6.
[2]项海帆,陈艾荣.特大跨度桥梁抗风研究的新进展[J].土木工程学报,2003,36(4):1—8.
[3]王肇民.高耸结构的发展与展望[J].特种结构,2000,17(1):4—7.
[4]顾明,周印,张锋,等.用高频动态天平方法研究金茂大厦的动力风荷载和风致响应[J].建筑结构学报,2000,21(4):55—61.
[5]Samali B,Kwok C S,Wood G S,et al.Wind tunnel tests forwind-excited benchmark building[J].J.Eng.Mech,ASCE2004,130(3):447—450.
[6]Davenport A G.The spectrum of horizontal gustiness near theground in high winds[J].J.Royal Meteorol.Soc.,1961,87,194—211.
[7]Kaimal J C,et al.Spectral characteristics of surface-layer tur-bulence[J].J.Royal Meteorol.Soc.,1972,98,563—589.
[8]Simiu E,Scanlan R H.Wind Effects on Structures:funda-mentals and Applications to Design.Third Edition,John Wi-ley and Sons Inc.,1996.
[9]Goswami I,Scanlan R H,Jones N P.Vortex-Induced Vibra-tions of Circular Cylinders.Ⅰ:Experimental Data;Ⅱ:NewModel[J].J.Eng.Mech.,ASCE 1993,119:2270—2302.
[10]Ehsan F,Scanlan R H.Vortex-Induced Vibration of Flexiblebridges[J].J.Eng.Mech.,ASCE 1990,116:1392—1411.
[11]Richardson G M,Surry D.Comparisons of wind-tunnel andfull-scale surface pressure measurements on low-rise pitched-roof buildings[J].J.Wind Eng.Indust.Aerody.,1991,38;249—256.
[12]Meecham D,Surry D,Davenport A G.The magnitude anddistribution of wind-induced pressures on hip and gable roofs[J].J.Wind Eng.Indust.Aerody.,1991,38;257—172.
[13]Levitan M L,Mehta K C,Vann W P,et al.Field measure-ments of pressure on the Texas Tech Building[J].J.WindEng.Indust.Aerody.,1991,38:227—234.
[14]Surry D.Pressure measurements on the Texas Tech Building:Wind tunnel measurements and comparisons with full scale[J].J.Wind Eng.Indust.Aerody.,1991,38:235—247.
[15]Hisashi Okada,Young-Cheol Ha.Comparison of Wind Tun-nel and Full-Scale Pressure Measurement Tests on the TexasTech Building[J].J.Eng.Mech.,ASCE 1992,41—42:1601—1612.
[16]李秋胜,戴益民,李正农.可移动式低矮房屋风压的实测研究[C].第十三届全国结构风工程学术会议论文集.2007.
[17]Miros Pirner.Wind pressure fluctuations on a cooling tower[J].J.Wind Eng.Indust.Aerody.,1982,10:343—360.
[18]Sun TF,Zhou L M.Wind Pressure Distributions on a Rib-less Hy-perbolic Cooling Tower[J].J.Wind Eng.Indust.Aerody.,1983,14:181—192.
[19]Kawarabata Y,Nakae S,Harada M.Some Aspects of thewind Design of Cooling Towers[J].J.Wind Eng.Indust.Aerody.,1983,14:167—180.
[20]Miros Pirner.Wind Pressure Fluctuations on a cooling Tower[J].J.Wind Eng.Indust.Aerody.,1982,10:343—359.
[21]Kawamura S,kiuchi T,Taniguchi T.Full scale measurementon a triangular tower-supported stack with two flues[J].J.Wind Eng.Indust.Aerody.,1992,41—44:2177—2186.
[22]Satoshi Sanada,Masayase Suzukie,et al.Full scale measure-ments of wind force acting on a 200m concrete chimney,andthe chimney's response[J].J.Wind Eng.Indust.Aerody.1992,41—44:2165—2176.
[23]Lee Y,Tanaka H,Shaw C Y.Distribution of wind-and tem-perature-induced pressure differences across the walls of atwenty-storey compartmentalized building[J].J.Wind Eng.Indust.Aerody.,1982,10:287—301.
[24]Matsui G,Suda K,Higuchi K.Full-scale measurement of windpressures acting on a high-rise building of rectangular plan[J].J.Wind Eng.Indust.Aerody.,1982,10:267—286.
[25]Ohkuma T,Marukawa H.Full-scale measurement of windpressures and response accelerations of a high-rise building[J].J.Wind Eng.Indust.Aerody.,1991,38:185—196.
[26]Jun.Kanda,Takeshi Ohkuma.Recent developments in full-scale wind pressure Measurements in Japan[J].J.WindEng.Indust.Aerody.,1990,33:243—252.
[27]孙天风,周良茂.无肋双曲线型冷却塔风压分布的全尺寸测量和风洞研究[J].空气动力学学报.1983,12(4):68—76.
[28]周良茂,李培华.两个邻近全尺寸双曲冷却塔风压分布的测量气动实验与测量制[J].1992,6(3):37—44.
[29]Xu Y L,Zhan S.Field measurements of Di Wang Tower dur-ing Typhoon York[J].J.Wind Eng.Indust.Aerody.2001,89:73—93.
[30]Li Q S,Xiao Y Q,Wong C K.,Jeary A P.Field measure-ments of typjoon effects on a super tall building.Eng.Struct.,2004,26:233—244.
[31]Li Q S,Xiao Y Q,Wong C K.Full-scale monitoring of ty-phoon effect on super tall building[J].J.Wind Eng.In-dust.Aerody.,2005,20:697—717.
[32]Li Q S,et al.Field measurements of wind and structural re-sponses of a 70-storey tall building under typhoon conditions[J].Struct.Design Tall Build,2000,9:325—342.
[33]李秋胜,等.广州中信广场台风特性与结构响应同步监测研究[C].第十二届全国结构风工程学术会议论文集.778—784.
[34]肖仪清,等.深圳帝王大厦台风特性与风致振动同步观测研究[C].第十二届全国结构风工程学术会议论文集.792—797.
[35]李秋胜,等.沿海城市中心风场特性及香港国际金融中心风致振动现场实测[C].第十三届全国结构风工程学术会议论文集.2007.
[36]武占科,赵林,朱乐东.上海市环球金融中心工程场地风环境特性观测分析[C].第十三届全国结构风工程学术会议论文集.2007.
[37]项海帆,等著.现代桥梁抗风理论与实践[M].北京:人民交通出版社,2005,365—383.
[38]Miyata T,Yamada H,Kasuchi H,et al.Full-scale measure-ment of Akashi-Kaikyo Bridge during typhoon[J].J.WindEng.Indust.Aerody.,2002,90:1517—1527.
[39]陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报.2005,4,5—10.
[40]陈政清,等.南京长江大桥长期健康监测系统方案设计[C].第十五届全国桥梁学术会议论文集.2002,11,491—496.
[41]陈政清,等.洞庭湖大桥拉索风雨振中的风场参数[J].铁道科学与工程学报.2004,7,52—57.
[42]Yoshida M,Kondo K,Suzuki M.Fluctuating wind pressuremeasured with tubing system[J].J.Wind Eng.Indust.Aerody.,1992,41—44;987—998.
[43]Howard HTNg,Kishor C.Mehta.Pressure Measuring Sys-tem for Wind-Induced Pressures on Building Surfaces[J].J.Wind Eng.Indust.Aerody.,1990,36:351—360.
[44]陈伏彬,等.广州国际会展中心钢屋盖现场实测研究[C].第十三届全国结构风工程学术会议论文集.2007.
[45]郅伦海,等.基于远程监控系统的广州中信广场风特性及风致响应实测研究[C].第十三届全国结构风工程学术会议论文集.2007.
[46]李正农,等.多个地区风场和建筑结构风致响应的远程监控实测系统[C].第十三届全国结构风工程学术会议论文集.2007.
[47]李宏男,李东升,赵柏东.光纤健康监测方法在土木工程中的研究与应用进展[J].地震工程与工程振动,2002,22(6):76—83.
[48]李宏伟.结构健康监测的无线传感器网络系统研究及应用[D]:[学位论文].哈尔滨:哈尔滨工业大学,2005.
[49]欧进萍,周智,等.黑龙江呼兰大桥的光纤光栅智能检测技术[J].土木工程学报,2004,37(1):45—49.
[50]张启伟.大型桥梁健康监测概念与监测系统设计[J].同济大学学报.2001,29(1):65—69.
[51]Weng Jian-Huang,Chin-Hsiung Loh,Jerome P.Lynch,et al.Output only modal identification of cable-stayed bridge usingwireless monitoring systems[J].Eng.Struct.,2007,12:1—11.
[2]项海帆,陈艾荣.特大跨度桥梁抗风研究的新进展[J].土木工程学报,2003,36(4):1—8.
[3]王肇民.高耸结构的发展与展望[J].特种结构,2000,17(1):4—7.
[4]顾明,周印,张锋,等.用高频动态天平方法研究金茂大厦的动力风荷载和风致响应[J].建筑结构学报,2000,21(4):55—61.
[5]Samali B,Kwok C S,Wood G S,et al.Wind tunnel tests forwind-excited benchmark building[J].J.Eng.Mech,ASCE2004,130(3):447—450.
[6]Davenport A G.The spectrum of horizontal gustiness near theground in high winds[J].J.Royal Meteorol.Soc.,1961,87,194—211.
[7]Kaimal J C,et al.Spectral characteristics of surface-layer tur-bulence[J].J.Royal Meteorol.Soc.,1972,98,563—589.
[8]Simiu E,Scanlan R H.Wind Effects on Structures:funda-mentals and Applications to Design.Third Edition,John Wi-ley and Sons Inc.,1996.
[9]Goswami I,Scanlan R H,Jones N P.Vortex-Induced Vibra-tions of Circular Cylinders.Ⅰ:Experimental Data;Ⅱ:NewModel[J].J.Eng.Mech.,ASCE 1993,119:2270—2302.
[10]Ehsan F,Scanlan R H.Vortex-Induced Vibration of Flexiblebridges[J].J.Eng.Mech.,ASCE 1990,116:1392—1411.
[11]Richardson G M,Surry D.Comparisons of wind-tunnel andfull-scale surface pressure measurements on low-rise pitched-roof buildings[J].J.Wind Eng.Indust.Aerody.,1991,38;249—256.
[12]Meecham D,Surry D,Davenport A G.The magnitude anddistribution of wind-induced pressures on hip and gable roofs[J].J.Wind Eng.Indust.Aerody.,1991,38;257—172.
[13]Levitan M L,Mehta K C,Vann W P,et al.Field measure-ments of pressure on the Texas Tech Building[J].J.WindEng.Indust.Aerody.,1991,38:227—234.
[14]Surry D.Pressure measurements on the Texas Tech Building:Wind tunnel measurements and comparisons with full scale[J].J.Wind Eng.Indust.Aerody.,1991,38:235—247.
[15]Hisashi Okada,Young-Cheol Ha.Comparison of Wind Tun-nel and Full-Scale Pressure Measurement Tests on the TexasTech Building[J].J.Eng.Mech.,ASCE 1992,41—42:1601—1612.
[16]李秋胜,戴益民,李正农.可移动式低矮房屋风压的实测研究[C].第十三届全国结构风工程学术会议论文集.2007.
[17]Miros Pirner.Wind pressure fluctuations on a cooling tower[J].J.Wind Eng.Indust.Aerody.,1982,10:343—360.
[18]Sun TF,Zhou L M.Wind Pressure Distributions on a Rib-less Hy-perbolic Cooling Tower[J].J.Wind Eng.Indust.Aerody.,1983,14:181—192.
[19]Kawarabata Y,Nakae S,Harada M.Some Aspects of thewind Design of Cooling Towers[J].J.Wind Eng.Indust.Aerody.,1983,14:167—180.
[20]Miros Pirner.Wind Pressure Fluctuations on a cooling Tower[J].J.Wind Eng.Indust.Aerody.,1982,10:343—359.
[21]Kawamura S,kiuchi T,Taniguchi T.Full scale measurementon a triangular tower-supported stack with two flues[J].J.Wind Eng.Indust.Aerody.,1992,41—44:2177—2186.
[22]Satoshi Sanada,Masayase Suzukie,et al.Full scale measure-ments of wind force acting on a 200m concrete chimney,andthe chimney's response[J].J.Wind Eng.Indust.Aerody.1992,41—44:2165—2176.
[23]Lee Y,Tanaka H,Shaw C Y.Distribution of wind-and tem-perature-induced pressure differences across the walls of atwenty-storey compartmentalized building[J].J.Wind Eng.Indust.Aerody.,1982,10:287—301.
[24]Matsui G,Suda K,Higuchi K.Full-scale measurement of windpressures acting on a high-rise building of rectangular plan[J].J.Wind Eng.Indust.Aerody.,1982,10:267—286.
[25]Ohkuma T,Marukawa H.Full-scale measurement of windpressures and response accelerations of a high-rise building[J].J.Wind Eng.Indust.Aerody.,1991,38:185—196.
[26]Jun.Kanda,Takeshi Ohkuma.Recent developments in full-scale wind pressure Measurements in Japan[J].J.WindEng.Indust.Aerody.,1990,33:243—252.
[27]孙天风,周良茂.无肋双曲线型冷却塔风压分布的全尺寸测量和风洞研究[J].空气动力学学报.1983,12(4):68—76.
[28]周良茂,李培华.两个邻近全尺寸双曲冷却塔风压分布的测量气动实验与测量制[J].1992,6(3):37—44.
[29]Xu Y L,Zhan S.Field measurements of Di Wang Tower dur-ing Typhoon York[J].J.Wind Eng.Indust.Aerody.2001,89:73—93.
[30]Li Q S,Xiao Y Q,Wong C K.,Jeary A P.Field measure-ments of typjoon effects on a super tall building.Eng.Struct.,2004,26:233—244.
[31]Li Q S,Xiao Y Q,Wong C K.Full-scale monitoring of ty-phoon effect on super tall building[J].J.Wind Eng.In-dust.Aerody.,2005,20:697—717.
[32]Li Q S,et al.Field measurements of wind and structural re-sponses of a 70-storey tall building under typhoon conditions[J].Struct.Design Tall Build,2000,9:325—342.
[33]李秋胜,等.广州中信广场台风特性与结构响应同步监测研究[C].第十二届全国结构风工程学术会议论文集.778—784.
[34]肖仪清,等.深圳帝王大厦台风特性与风致振动同步观测研究[C].第十二届全国结构风工程学术会议论文集.792—797.
[35]李秋胜,等.沿海城市中心风场特性及香港国际金融中心风致振动现场实测[C].第十三届全国结构风工程学术会议论文集.2007.
[36]武占科,赵林,朱乐东.上海市环球金融中心工程场地风环境特性观测分析[C].第十三届全国结构风工程学术会议论文集.2007.
[37]项海帆,等著.现代桥梁抗风理论与实践[M].北京:人民交通出版社,2005,365—383.
[38]Miyata T,Yamada H,Kasuchi H,et al.Full-scale measure-ment of Akashi-Kaikyo Bridge during typhoon[J].J.WindEng.Indust.Aerody.,2002,90:1517—1527.
[39]陈政清.斜拉索风雨振现场观测与振动控制[J].建筑科学与工程学报.2005,4,5—10.
[40]陈政清,等.南京长江大桥长期健康监测系统方案设计[C].第十五届全国桥梁学术会议论文集.2002,11,491—496.
[41]陈政清,等.洞庭湖大桥拉索风雨振中的风场参数[J].铁道科学与工程学报.2004,7,52—57.
[42]Yoshida M,Kondo K,Suzuki M.Fluctuating wind pressuremeasured with tubing system[J].J.Wind Eng.Indust.Aerody.,1992,41—44;987—998.
[43]Howard HTNg,Kishor C.Mehta.Pressure Measuring Sys-tem for Wind-Induced Pressures on Building Surfaces[J].J.Wind Eng.Indust.Aerody.,1990,36:351—360.
[44]陈伏彬,等.广州国际会展中心钢屋盖现场实测研究[C].第十三届全国结构风工程学术会议论文集.2007.
[45]郅伦海,等.基于远程监控系统的广州中信广场风特性及风致响应实测研究[C].第十三届全国结构风工程学术会议论文集.2007.
[46]李正农,等.多个地区风场和建筑结构风致响应的远程监控实测系统[C].第十三届全国结构风工程学术会议论文集.2007.
[47]李宏男,李东升,赵柏东.光纤健康监测方法在土木工程中的研究与应用进展[J].地震工程与工程振动,2002,22(6):76—83.
[48]李宏伟.结构健康监测的无线传感器网络系统研究及应用[D]:[学位论文].哈尔滨:哈尔滨工业大学,2005.
[49]欧进萍,周智,等.黑龙江呼兰大桥的光纤光栅智能检测技术[J].土木工程学报,2004,37(1):45—49.
[50]张启伟.大型桥梁健康监测概念与监测系统设计[J].同济大学学报.2001,29(1):65—69.
[51]Weng Jian-Huang,Chin-Hsiung Loh,Jerome P.Lynch,et al.Output only modal identification of cable-stayed bridge usingwireless monitoring systems[J].Eng.Struct.,2007,12:1—11.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心