桥梁健康监测及传感器的优化布置
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摘要
为了避免或减小桥梁在运营期间由于各种原因出现损伤破坏 ,必须对桥梁结构采取有效的监测。本文对桥梁工程健康监测的必要性进行了阐述 ,并介绍了目前桥梁健康监测的发展和研究现状 ,重点讨论了传感器优化布置的研究 ,还引用了部分实例进行说明 ,最后指出了还需进一步研究的问题。
In order to avoid or reduce certain damages and failures to bridge during the service period, it is necessary to take effective monitoring method for the bridges. The necessity of health monitoring of bridges are introduced in this paper. Then the development and investigation of health monitoring of bridges in recent years are presented. The researches on the optimal placement of sensor are emphasized, and some examples are listed. Finally the problems which need to further study are pointed out in the paper.
In order to avoid or reduce certain damages and failures to bridge during the service period, it is necessary to take effective monitoring method for the bridges. The necessity of health monitoring of bridges are introduced in this paper. Then the development and investigation of health monitoring of bridges in recent years are presented. The researches on the optimal placement of sensor are emphasized, and some examples are listed. Finally the problems which need to further study are pointed out in the paper.
引文
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[2] 栾英泉,等.桥梁无损健康监测系统研究简介[J].东北公路,2000,23(1).
[3] 刘效尧,等.桥梁损伤诊断[M].北京:人民交通出版社,2002.
[4] JM Caicedo,et al.Monitoring ofBridge toDetectChanges inStructuralHealth[A].2001Am ericaControlConference[C].Arlington,Virginia,2001.
[5] 符欲梅,等.桥梁远程状态自动监测系统的研究、开发及实际应用[J].土木工程学报,2003,36(2).
[6] 莫淑华,等.钢筋混凝土桥梁结构健康监测新技术研究[J].桥梁建设,2003,(2).
[7] 黄建跃,等.大跨度连续刚构桥施工主梁变形监测的必要性与方法[J].桥梁建设,2003,(1).
[8] 唐亚鸣,等.大型桥梁拉索损伤与健康监测[J].桥梁建设,2002,(5).
[9] 李桂花,等.大型桥梁动力特性检测方法[J].应用力学学报,1996,(1).
[10] F Myroll,E Dibiagio.Instrumentation forMonitoring theSkarnsunderCable- stayedBridge[C].JonKrokeborg,Proceeding of theThirdSymposum onStraitCrossing,Rotterdam.Balkema,1994.
[11] 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).
[12] 李宏男,等.土木工程结构安全性评估、健康监测及诊断述评[J].地震工程与工程振动,2002,22(3).
[13] 崔飞,等.传感器优化布设在桥梁健康监测中的应用[J].同济大学学报,1999,27(2).
[14] 刘福强,等.作动器/传感器优化配置的研究进展[J].力学进展,2000,25(4).
[15] M Papadopoulos,et al.SensorPlacem entMethodologies forDynamicTesting.AIAA,1998,36(2).
[16] D C Kamm erSensorPlacement forOn- orbitModalIdentification andCorrelation ofL argeSpaceStructures[J].Journal of guidance,Control andDynam ics,1991,14(9).
[17] JO'callahan,A Procedure for anImprovedReducedSystem(IRS)Model[A].Proceedings of the7thInternationalModalAnalysisConference[C].UnionCollegePress,Schenectady,NY,1989.
[18] D Zhang,et al.Succession-L evelApproxim ateReducing(SAR)Technique forStructuralDynamicModel[A].Proceedings of the13thInternationalModalAnalysisConference[C].U nionCollegePress,Schenectady,NY,1995.
[19] A.JhaOptim alPlacem ent ofPiezoelectricActuatorsandSensors on anInflatedToroidalShell[R].NDEforHealthMonitoring andDiagnostics,SanDiego,2002.
[20] A Richardson,et al.Sensor/ActuatorsPlacem ent onCivilStructuresUsing aRealCodedGeneticAlgorithm[R].Sm artStructures andMaterials,SanDiego,2002.
[21] 吴大宏,等.基于遗传算法与神经网络的桥梁结构健康监测系统研究初探[J].四川建筑科学研究,2002,28(3).
[22] JE T Penny,et al.TheAutomaticChoice ofMeasurementL ocations forDynam icTesting[A].Proceedings of the10 thInternationalModalAnalysisConference[C].UnionCollegePress,Schenectady,NY,1992.
[23] T G Carne,C R Dohmann.A modal test designstrategy for m odel correlation.Bathel,ed.Proc13thIntlModalAnalysisConference.NY:UnionCollege,Schenectady,1995.
[24] 郑蕊,等.基于结构健康监测系统的桥梁疲劳寿命可靠性评估[J].东南大学学报(自然科学版),2001,31(6).
[25] 章关永.桥梁结构试验[M].北京:人民交通出版社,2002.
[26] 徐爱敏,等.招宝山大桥主桥运营期健康监测方案[J].桥梁建设,2002,(5).
[27] 庄勇,朱利明.智能桥梁系统IBS[J].桥梁建设,2003,(3).
[28] 王丹生,朱宏平.光纤光栅传感技术在桥梁结构健康监测中的应用[J].中外公路,2002,22(6).
[29] 周智,边玉明,田石柱.土木工程健康监测用F-P光纤应变测量技术[J].传感器技术,2001,20(4).
[30] 张俊平.桥梁检测[M].北京:人民交通出版社,2002.
[31] R G Cobb,B S L iebst.Sensor placement andstructural dam age identification from m inimal sensorinformation[J].AIAA Journal,1997,35(2).
[32] 周智,欧进萍.土木工程智能健康监测与诊断系统[J].传感器技术,2001,20(11).
[2] 栾英泉,等.桥梁无损健康监测系统研究简介[J].东北公路,2000,23(1).
[3] 刘效尧,等.桥梁损伤诊断[M].北京:人民交通出版社,2002.
[4] JM Caicedo,et al.Monitoring ofBridge toDetectChanges inStructuralHealth[A].2001Am ericaControlConference[C].Arlington,Virginia,2001.
[5] 符欲梅,等.桥梁远程状态自动监测系统的研究、开发及实际应用[J].土木工程学报,2003,36(2).
[6] 莫淑华,等.钢筋混凝土桥梁结构健康监测新技术研究[J].桥梁建设,2003,(2).
[7] 黄建跃,等.大跨度连续刚构桥施工主梁变形监测的必要性与方法[J].桥梁建设,2003,(1).
[8] 唐亚鸣,等.大型桥梁拉索损伤与健康监测[J].桥梁建设,2002,(5).
[9] 李桂花,等.大型桥梁动力特性检测方法[J].应用力学学报,1996,(1).
[10] F Myroll,E Dibiagio.Instrumentation forMonitoring theSkarnsunderCable- stayedBridge[C].JonKrokeborg,Proceeding of theThirdSymposum onStraitCrossing,Rotterdam.Balkema,1994.
[11] 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).
[12] 李宏男,等.土木工程结构安全性评估、健康监测及诊断述评[J].地震工程与工程振动,2002,22(3).
[13] 崔飞,等.传感器优化布设在桥梁健康监测中的应用[J].同济大学学报,1999,27(2).
[14] 刘福强,等.作动器/传感器优化配置的研究进展[J].力学进展,2000,25(4).
[15] M Papadopoulos,et al.SensorPlacem entMethodologies forDynamicTesting.AIAA,1998,36(2).
[16] D C Kamm erSensorPlacement forOn- orbitModalIdentification andCorrelation ofL argeSpaceStructures[J].Journal of guidance,Control andDynam ics,1991,14(9).
[17] JO'callahan,A Procedure for anImprovedReducedSystem(IRS)Model[A].Proceedings of the7thInternationalModalAnalysisConference[C].UnionCollegePress,Schenectady,NY,1989.
[18] D Zhang,et al.Succession-L evelApproxim ateReducing(SAR)Technique forStructuralDynamicModel[A].Proceedings of the13thInternationalModalAnalysisConference[C].U nionCollegePress,Schenectady,NY,1995.
[19] A.JhaOptim alPlacem ent ofPiezoelectricActuatorsandSensors on anInflatedToroidalShell[R].NDEforHealthMonitoring andDiagnostics,SanDiego,2002.
[20] A Richardson,et al.Sensor/ActuatorsPlacem ent onCivilStructuresUsing aRealCodedGeneticAlgorithm[R].Sm artStructures andMaterials,SanDiego,2002.
[21] 吴大宏,等.基于遗传算法与神经网络的桥梁结构健康监测系统研究初探[J].四川建筑科学研究,2002,28(3).
[22] JE T Penny,et al.TheAutomaticChoice ofMeasurementL ocations forDynam icTesting[A].Proceedings of the10 thInternationalModalAnalysisConference[C].UnionCollegePress,Schenectady,NY,1992.
[23] T G Carne,C R Dohmann.A modal test designstrategy for m odel correlation.Bathel,ed.Proc13thIntlModalAnalysisConference.NY:UnionCollege,Schenectady,1995.
[24] 郑蕊,等.基于结构健康监测系统的桥梁疲劳寿命可靠性评估[J].东南大学学报(自然科学版),2001,31(6).
[25] 章关永.桥梁结构试验[M].北京:人民交通出版社,2002.
[26] 徐爱敏,等.招宝山大桥主桥运营期健康监测方案[J].桥梁建设,2002,(5).
[27] 庄勇,朱利明.智能桥梁系统IBS[J].桥梁建设,2003,(3).
[28] 王丹生,朱宏平.光纤光栅传感技术在桥梁结构健康监测中的应用[J].中外公路,2002,22(6).
[29] 周智,边玉明,田石柱.土木工程健康监测用F-P光纤应变测量技术[J].传感器技术,2001,20(4).
[30] 张俊平.桥梁检测[M].北京:人民交通出版社,2002.
[31] R G Cobb,B S L iebst.Sensor placement andstructural dam age identification from m inimal sensorinformation[J].AIAA Journal,1997,35(2).
[32] 周智,欧进萍.土木工程智能健康监测与诊断系统[J].传感器技术,2001,20(11).
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