国内外混凝土拱坝原型振动试验分析
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摘要
原型振动试验是研究大坝动力特性的重要手段,原型试验与模型试验、数值分析手段相结合,对深入研究坝体的动力特性至为重要。本文在收集国内外混凝土拱坝原型振动试验资料的基础上,对其中一些规律性的问题,如拱坝的自振特性及其影响因素、拱坝的阻尼、库水可压缩性的影响等进行了简单评述。
Field test is an important way to investigate the dynamic characteristics of large dams.It is necessary to combine the field test,the model test and the numerical computation in the investigation of dynamic characteristics of arch dams.On the basis of gathering field test data at home and abroad,this paper summarizes some of the regularities such as the self-vibration characteristics of arch dam and its contributing factors,the damping ratio and its relation with dynamic reaction intensity,and the infection of water compressibility.
Field test is an important way to investigate the dynamic characteristics of large dams.It is necessary to combine the field test,the model test and the numerical computation in the investigation of dynamic characteristics of arch dams.On the basis of gathering field test data at home and abroad,this paper summarizes some of the regularities such as the self-vibration characteristics of arch dam and its contributing factors,the damping ratio and its relation with dynamic reaction intensity,and the infection of water compressibility.
引文
[1]Calciati F,et al.In suit tests for the determination of some Italian dams[A].Procedding of the 6thWorld Conferenceon Earthquake Engineering(WCEE)[C].1977,India.
[2]Flesch R,Eiselmayer M.Dynamic In-situ tests on kolnbrein arch dam(Austria)[A].Proc.of the 7thWCEE[C].Turkey,1980.
[3]罗学海,朱崴,黄万春,等.恒山拱坝原型振动实验[J].水力发电,1981,(6):53~57.
[4]罗学海,朱葳.国内外挡水坝原型振动试验概况[J].国外地震工程,1982,(1):45~54.
[5]罗学海,朱葳,沈乃杰.拱坝动力特性的试验研究与有限元分析[J].地震工程与工程振动,1982,2(4):54~67.
[6]路观平,史鸿林,贡锦业.混凝土坝原型脉动观测及信号处理[J].水力发电,1982,(5):38~43.
[7]Deinum P J,Dungar R,Ellis B R,et al.Vibration Tests on Emosson Arch Dam,Switzerland[J].EarthquakeEngineering&Structural Dynamics,1982,(10):447~470.
[8]罗学海,等.流溪河拱坝原型振动试验[J].广东水利水电.1983,(4):36~47.
[9]Clough R W,张光斗,陈厚群,等.响洪甸拱坝动力响应特性[R].中美地震工程科技合作研究报告,水利水电科学研究院,1984.
[10]Clough R W,张光斗,陈厚群,等.泉水拱坝动力响应特性[R].中美地震工程科技合作研究报告,中国水利水电科学研究院,1984.
[11]张楚汉,李未显,王光纶.泉水拱坝动力特性测量与分析[R].清华大学水利水电工程系,1984.
[12]张光斗,张楚汉,李未显,等.泉水拱坝的振动测量与分析[J].中国科学A辑,1986,(1):100~112.
[13]徐又建,姜锡强.流清河砌石双曲拱坝动力特性实测[J].人民黄河.1987,(5):39~44.
[14]Luo Xuehai,Zhu Wei,Huang Wanchun and Du Jinglin.Field vibration tests on Ban Xia arch dam by rocker exciters[A].Proceedings of China-US workshop on earthquake behavior of arch dams[C].1987,Beijing,China.
[15]Trifun Paskalov,Dimitar Jurukovski,Ljubomir Taskov.Experimental field and laboratory studies of dynamic behaviorof arch dams[A].Proceedings of China-US workshop on earthquake behavior of arch dams[C].1987,Beijing,China.
[16]Clough Ray W,Yusof Ghanaat.Experimental study of arch dam-reservoir interaction[A].Proceedings of China-USworkshop on earthquake behavior of arch dams.1987,Beijing,China.
[17]Ziyad H.Duron.Experimental and finite element studies of a large arch dam[R].California Institute of Technology.Report No.EERL 87-02.
[18]John F.Hall.The dynamic and earthquake behaviour of concrete dams:review of experimental behaviour andobservational evidence[J].Soil Dynamics and Earthquake Engineering,1988,7(2):58~121.
[19]Alexandre C.Portugal,Elsa Sa Caetano.Experimental Evaluation of the Dynamic Characteristics of Portuguese Dams[A].Proc.of the 10thWCEE[C].Rotterdam 1992.
[20]中国水利水电科学研究院.东江拱坝动力相互作用的现场试验和分析研究(IWHR/SVL-93/02)[R].中国水利水电科学研究院,1993.
[21]陈厚群,侯顺载,张力飞,等.拱坝多点输入动力反应的试验研究[J].水利学报,1995,(8):12~20.
[22]Yusof Ghanaat,Robert L.Hall,Bruce B.Redpath.Measurement and computation of dynamic response of arch damsincluding interaction effects[J].Journal of Seismology and Earthquake Engineering,2000,2(3):41~54.
[23]Mahmoud R.Mivehchi,Mohammad T.Ahmadi,Aghil Hajmomeni.Effective Techniques for Arch Dam AmbientVibration Test:Application on Two Iranian Dams[J].JSEE:summer 2003,5(2):22~34.
[24]Charles R.Noble,Larry K.Nuss.Implicit and explicit nonlinear dynamic analysis of a large thin-arch dam usingmeassively parallel computing[A].Proc.of the 13thWCEE[C].2004,Canada:Paper No.2493.
[25]张力飞,邢国良,张敏.龙羊峡重力拱坝强震分析[J].水力发电,1998,(12):14~17.
[26]Okamoto S.Introduction to Earthquake Engineering(2ndEdition)[M].University of Tokyo Press,1984.
[27]Jean Proulx,Patrick Paultre,Julien Rheault and Yannick Robert.An experimental investigation of water level effectson the dynamic behaviour of a large arch dam[J].Earthquake Engineering&Structural Dynamics,2001,(30):1147~1166.
[28]Georges R Darbre,C A M de Smet,Kraemer C.Natural frequency measured from ambient vibration response of thearch dam of Mauvoisin[J].Earthquake Engineering&Structural Dynamics,2000,(29):577~586.
[29]Georges R.Darbre,Jean Proulx.Continuous ambient-vibration monitoring of the arch dam of Mauvoisin[J].Earthquake Engineering&Structural Dynamics,2002,(31):475~480.
[30]Chin Hsiung,Tsu Shiu Wu.Identification of Fei-Tsui arch dam from both ambient and seismic response data[J].SoilDynamics and Earthquake Engineering,1996,(15):465~483.
[31]Chin Hsiung,Tsu Shiu Wu.System identification of Fei-Tsui arch dam from forced vibration and seismic response data[J].Journal of Earthquake Engineering,2000,4(4):511~537.
[32]Jean Proulx,Georges R Darbre,Nathalie Kamileris.Analytical and Experimental Investigation of Damping in ArchDams Based on Recorded Earthquakes[A].Proc.of the 13thWCEE[C].Canada:Paper No.68.2004.
[33]Steven W Alves.Nonlinear Analysis of Pacoima Dam with Spatially Nonuniform Ground Motion[R].California Instituteof Technology.Report No.EERL 2004-11.
[34]Bell D K,Davidson B J.Response Identification of Pacoima Dam for the 1994 Northridge Earthquake[A].Proc.of the11thWCEE[C].Mexico,1996:774.
[35]Mojtahedi S,Fenves G L.Response of a Concrete Arch Dam in the 1994 Northridge,California Earthquake[A].Proc.of the 11thWCEE[C].Mexico,1996,1713.
[2]Flesch R,Eiselmayer M.Dynamic In-situ tests on kolnbrein arch dam(Austria)[A].Proc.of the 7thWCEE[C].Turkey,1980.
[3]罗学海,朱崴,黄万春,等.恒山拱坝原型振动实验[J].水力发电,1981,(6):53~57.
[4]罗学海,朱葳.国内外挡水坝原型振动试验概况[J].国外地震工程,1982,(1):45~54.
[5]罗学海,朱葳,沈乃杰.拱坝动力特性的试验研究与有限元分析[J].地震工程与工程振动,1982,2(4):54~67.
[6]路观平,史鸿林,贡锦业.混凝土坝原型脉动观测及信号处理[J].水力发电,1982,(5):38~43.
[7]Deinum P J,Dungar R,Ellis B R,et al.Vibration Tests on Emosson Arch Dam,Switzerland[J].EarthquakeEngineering&Structural Dynamics,1982,(10):447~470.
[8]罗学海,等.流溪河拱坝原型振动试验[J].广东水利水电.1983,(4):36~47.
[9]Clough R W,张光斗,陈厚群,等.响洪甸拱坝动力响应特性[R].中美地震工程科技合作研究报告,水利水电科学研究院,1984.
[10]Clough R W,张光斗,陈厚群,等.泉水拱坝动力响应特性[R].中美地震工程科技合作研究报告,中国水利水电科学研究院,1984.
[11]张楚汉,李未显,王光纶.泉水拱坝动力特性测量与分析[R].清华大学水利水电工程系,1984.
[12]张光斗,张楚汉,李未显,等.泉水拱坝的振动测量与分析[J].中国科学A辑,1986,(1):100~112.
[13]徐又建,姜锡强.流清河砌石双曲拱坝动力特性实测[J].人民黄河.1987,(5):39~44.
[14]Luo Xuehai,Zhu Wei,Huang Wanchun and Du Jinglin.Field vibration tests on Ban Xia arch dam by rocker exciters[A].Proceedings of China-US workshop on earthquake behavior of arch dams[C].1987,Beijing,China.
[15]Trifun Paskalov,Dimitar Jurukovski,Ljubomir Taskov.Experimental field and laboratory studies of dynamic behaviorof arch dams[A].Proceedings of China-US workshop on earthquake behavior of arch dams[C].1987,Beijing,China.
[16]Clough Ray W,Yusof Ghanaat.Experimental study of arch dam-reservoir interaction[A].Proceedings of China-USworkshop on earthquake behavior of arch dams.1987,Beijing,China.
[17]Ziyad H.Duron.Experimental and finite element studies of a large arch dam[R].California Institute of Technology.Report No.EERL 87-02.
[18]John F.Hall.The dynamic and earthquake behaviour of concrete dams:review of experimental behaviour andobservational evidence[J].Soil Dynamics and Earthquake Engineering,1988,7(2):58~121.
[19]Alexandre C.Portugal,Elsa Sa Caetano.Experimental Evaluation of the Dynamic Characteristics of Portuguese Dams[A].Proc.of the 10thWCEE[C].Rotterdam 1992.
[20]中国水利水电科学研究院.东江拱坝动力相互作用的现场试验和分析研究(IWHR/SVL-93/02)[R].中国水利水电科学研究院,1993.
[21]陈厚群,侯顺载,张力飞,等.拱坝多点输入动力反应的试验研究[J].水利学报,1995,(8):12~20.
[22]Yusof Ghanaat,Robert L.Hall,Bruce B.Redpath.Measurement and computation of dynamic response of arch damsincluding interaction effects[J].Journal of Seismology and Earthquake Engineering,2000,2(3):41~54.
[23]Mahmoud R.Mivehchi,Mohammad T.Ahmadi,Aghil Hajmomeni.Effective Techniques for Arch Dam AmbientVibration Test:Application on Two Iranian Dams[J].JSEE:summer 2003,5(2):22~34.
[24]Charles R.Noble,Larry K.Nuss.Implicit and explicit nonlinear dynamic analysis of a large thin-arch dam usingmeassively parallel computing[A].Proc.of the 13thWCEE[C].2004,Canada:Paper No.2493.
[25]张力飞,邢国良,张敏.龙羊峡重力拱坝强震分析[J].水力发电,1998,(12):14~17.
[26]Okamoto S.Introduction to Earthquake Engineering(2ndEdition)[M].University of Tokyo Press,1984.
[27]Jean Proulx,Patrick Paultre,Julien Rheault and Yannick Robert.An experimental investigation of water level effectson the dynamic behaviour of a large arch dam[J].Earthquake Engineering&Structural Dynamics,2001,(30):1147~1166.
[28]Georges R Darbre,C A M de Smet,Kraemer C.Natural frequency measured from ambient vibration response of thearch dam of Mauvoisin[J].Earthquake Engineering&Structural Dynamics,2000,(29):577~586.
[29]Georges R.Darbre,Jean Proulx.Continuous ambient-vibration monitoring of the arch dam of Mauvoisin[J].Earthquake Engineering&Structural Dynamics,2002,(31):475~480.
[30]Chin Hsiung,Tsu Shiu Wu.Identification of Fei-Tsui arch dam from both ambient and seismic response data[J].SoilDynamics and Earthquake Engineering,1996,(15):465~483.
[31]Chin Hsiung,Tsu Shiu Wu.System identification of Fei-Tsui arch dam from forced vibration and seismic response data[J].Journal of Earthquake Engineering,2000,4(4):511~537.
[32]Jean Proulx,Georges R Darbre,Nathalie Kamileris.Analytical and Experimental Investigation of Damping in ArchDams Based on Recorded Earthquakes[A].Proc.of the 13thWCEE[C].Canada:Paper No.68.2004.
[33]Steven W Alves.Nonlinear Analysis of Pacoima Dam with Spatially Nonuniform Ground Motion[R].California Instituteof Technology.Report No.EERL 2004-11.
[34]Bell D K,Davidson B J.Response Identification of Pacoima Dam for the 1994 Northridge Earthquake[A].Proc.of the11thWCEE[C].Mexico,1996:774.
[35]Mojtahedi S,Fenves G L.Response of a Concrete Arch Dam in the 1994 Northridge,California Earthquake[A].Proc.of the 11thWCEE[C].Mexico,1996,1713.
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