Bridge Maintenance, Safety, Management and Life-Cycle Optimization: Proceedings of the Fifth International Conference on Bridge Maintenance, Safety and Management, Philadelphia, Pennsylvania, USA, 11-15 July 2010

662 Pages·2010·11.413 MB·English

by  Dan M. Frangopol (Ed.), Richard Sause (Ed.), Chad S. Kusko (Ed.)

BRIDGEMAINTENANCE,SAFETY,MANAGEMENTANDLIFE-CYCLEOPTIMIZATION
PROCEEDINGSOFTHEFIFTHINTERNATIONALCONFERENCEONBRIDGEMAINTENANCE,
SAFETYANDMANAGEMENT,PHILADELPHIA,PENNSYLVANIA,USA,11–15JULY2010
Bridge Maintenance, Safety,
Management and Life-Cycle
Optimization
Edited by
Dan M. Frangopol
ATLSSEngineeringResearchCenter,LehighUniversity,Bethlehem,PA,USA
Richard Sause
ATLSSEngineeringResearchCenter,LehighUniversity,Bethlehem,PA,USA
Chad S. Kusko
ATLSSEngineeringResearchCenter,LehighUniversity,Bethlehem,PA,USA
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ISBN:978-0-415-87786-2
BridgeMaintenance,Safety,ManagementandLife-CycleOptimization–Frangopol,Sause&Kusko(eds)
©2010Taylor&FrancisGroup,London,ISBN978-0-415-87786-2
Table of Contents
Preface XXXIII
Conferenceorganization XXXV
T.Y.LinLecture
Bridgemaintenanceandsafety:Apractitioner’sview 3
C.Seim
KeynoteLectures
Fundamentalsofsuspensionbridgeretrofit 11
P.G.Buckland
ModernbridgesinChina 17
M.Feng
Cablesupportedbridges–design,maintenance,rehabilitation,andmanagement 18
J.S.Jensen
Lifetimedesignofcable-supportedsuper-long-spanbridges 26
H.M.Koh,H.J.Kim,J.H.Lim,S.C.Kang&J.F.Choo
Managingoldbridges 43
P.G.Malerba
Theevolvingscienceofterroristthreatmitigationforbridges 53
J.C.Ray
Preservingtheassetforitsintendeduse 57
R.A.P.Sweeney
Onlongevityandmonitoringtechnologiesofbridges–asurveystudybyJapaneseSocietyof
SteelConstruction 64
E.Watanabe,H.Furuta,T.Yamaguchi&M.Kano
Wirelesssensingtechnologiesforbridgemonitoringandassessment 72
C.-B.Yun,H.Sohn,H.J.Jung,B.F.Spencer&T.Nagayama
Mini-Symposia
MS1:Futuristicbridgemaintenancetechnologies
Organizers:C.-B.Yun&B.F.SpencerJr.
Passivesensorsformonitoringcorrosioninconcretebridges 81
A.AbuYousef,S.L.Wood,P.Pasupathy&D.P.Neikirk
Coupledresonantcoilsensorswithincreasedinterrogationdistance 82
S.Bhadra,E.Thompson,B.Kordi,G.E.Bridges&D.J.Thomson
Concentration-dependentpiezoelectricityandstrainsensitivityofZnO
nanoparticle-polymericthinfilms 83
D.Chang&K.J.Loh
V
PredictionofdisplacementresponseofasuspensionbridgeusingFBGstrainsensors 84
S.J.Chang,N.S.Kim&H.K.Kim
Structuralhealthmonitoringofacable-stayedbridgeusingaccelerationdatavia
wirelesssmartsensornetwork 85
S.Cho,J.Park,H.-J.Jung,C.-B.Yun,S.Jang,H.Jo,B.F.SpencerJr.,T.Nagayama&J.W.Seo
Smartwirelesstensionforcemonitoringsystemforstaycables 86
S.Cho,C.-B.Yun&J.P.Lynch
Anactivesensorplacementoptimizationstrategyusingdata-drivenBayesianexperimentaldesign 87
E.B.Flynn&M.D.Todd
InvestigationofthecontrolperformanceofthesmartpassivesystembasedonMRdamper
usinghybridsimulation 88
D.D.Jang,I.H.Kim,H.J.Jung&J.H.Koo
Autonomousstructuralhealthmonitoringusingwirelesssmartsensorsonacable-stayedbridge 89
S.Jang,H.Jo,K.Mechitov,S.-H.Sim,B.F.SpencerJr.,G.Agha,S.Cho,
H.-J.Jung,C.-B.Yun&J.A.Rice
EvaluationofultimateperformanceofthereinforcedconcreteT-girderbridge
usingopticalfibersensors 90
D.-S.Jung,C.-Y.Kim,S.-M.Cho,S.-A.Choi,B.-Y.Seo&K.-W.Lee
Statisticaldamageassessmentbasedontheextremevaluedistributionusingvibrationresponses 91
J.Kang&H.W.Park
Prestress-forcemonitoringusingimpedance-basedsmartsensornodesinPSCgirderbridges 92
J.-T.Kim,D.-S.Hong,S.-Y.Lee&J.-H.Park
Tensionmonitoringofaprestressingstrandforconcretebridgeusingin-tendonFBGsensors 93
J.-M.Kim,H.-W.Kim,Y.-S.Kim&Y.-H.Park
Evaluationofthecharacteristicsoflocalerosionoffine-grainedsoilsinthewestcoastareaofKorea 94
J.Lee,K.Kwak,J.Park&M.Chung
Impedance-basedstructuralhealthmonitoringusingneuralnetworksforautonomous
frequencyrangeselection 95
J.Min,C.-B.Yun&S.Park
Outputonlymodalidentificationanddamagedetectionofbridge-structuresusingtime
frequencyandwavelettechniques 96
S.Nagarajaiah,B.Basu&V.S.M.Vemuru
SafetynetworksystemintegrationforbridgestructuresinKorea 97
K.T.Park,Y.J.Yoo,B.C.Joo,J.Lee&Y.K.Hwang
Dampingpropertiesidentifiedfromwind-inducedvibrationmeasurementsofasuspensionbridge 98

D.U.Park,N.S.Kim&H.K.Kim
DebondingconditionmonitoringofaCFRPlaminatedconcretebeamusingpiezoelectric
impedancesensornodes 99
S.Park,S.-K.Park,J.-W.Kim&H.-J.Chang
Developmentofawirelesspoweranddatatransmissionsystemusinglaserandoptoelectronic
devicesforguidedwave-basedstructuralhealthmonitoring 100
H.J.Park,H.Sohn,C.-B.Yun,J.Chung&I.B.Kwon
Developmentofstructuralhealthmonitoringsystemsforrailroadbridgetestbeds 101
H.J.Park,C.-B.Yun,M.H.Shin,J.J.Lee&S.Y.Park
Developmentofabenchmarklaboratorystructureforfinite-elementmodelupdating 102
S.Shang,G.J.Yun,S.G.Lee,J.Caicedo&S.Narasimhan
Variationofeigen-propertiesofaPSCbridgeduetoprestressingforce 103
S.Shin,M.-S.Koo,H.-K.Lee&S.-J.Kwon
VI
ImagingultrasonicwavesincomplexstructuresusingascanninglaserDopplervibrometer 104
H.Sohn,J.Y.Yang,D.Dutta,M.P.DeSimio,S.E.Olson&E.D.Swenson
Integratedwirelesspoweringanddatainterrogationforcivilinfrastructuremonitoring 105
S.G.Taylor,E.B.Flynn,D.L.Mascarenas,M.D.Todd,D.Dondi,T.Rosing,S.Kpotufe,
S.Dasgupta,K.Lin,R.Gupta,K.M.Farinholt,G.Park&C.R.Farrar
Multi-scalewirelesssensornodeforimpedance-basedSHMandlong-termcivil
infrastructuremonitoring 106
S.G.Taylor,K.M.Farinholt,G.Park,C.R.Farrar&M.D.Todd
EnergyharvestingandwirelessenergytransmissionforpoweringSHMsensornodes 107
S.G.Taylor,N.A.Miller,K.M.Farinholt,G.Park&C.R.Farrar
Feasibilityinvestigationforidentifyingbridge’sfundamentalfrequenciesfromvehiclevibrations 108
T.Toshinami,M.Kawatani&C.W.Kim
Analysisandpredictionforbridgemaintenancecostsbasedonlife-cycleandMarkovapproach 109
Y.Q.Xiang,C.Zhou&D.M.Guo
Transmissibility-function-basedstructuraldamagedetectionwithtetherlessmobilesensors 110
X.Yi,D.Zhu,Y.Wang,J.Guo&K.-M.Lee
Long-termstructuralhealthmonitoringforTamarSuspensionBridge 111
K.Y.Koo,J.M.W.Brownjohn,P.Carden,D.I.List,R.Cole&T.Wood
Internationalcollaborativeresearchandeducationonsmartsensorsandmonitoringtechnologies 112
C.-B.Yun,H.Sohn,M.L.Wang,B.F.Spencer&Y.Fujino
Piezopaint-basedsmarttapesensorforbridgediagnosis 113
Y.Zhang,C.Zhou,Z.Li,C.C.Fu&C.Wang
MS2:Monitoring&assessmentofbridgesusingnoveltechniques
Organizers:A.Strauss&D.M.Frangopol
Analysisofthestructuralresponsetoamovingloadusingempiricalmodedecomposition 117
M.Bradley,A.González&D.Hester
Measurementtoolkitforcorrosionanddefectmonitoringofbridgetendons 118
H.Budelmann,A.Holst&H.-J.Wichmann
Fieldapplicationofinnovativescourmonitoringtechniquesforbridges 119
K.C.Chang,C.C.Chen,Y.B.Lin,L.S.Lee&S.C.Wong
Performanceevaluationofbridgeseismicbearingsbasedonin-situquick-releasetests 120
S.S.Chen&I.-S.Ahn
Experimentalassessmentofprestressingforceinconcretebridges 121
J.Ciesla
Assessmentandstrengtheningofprestresseddamagedbeams 122
L.DellaSala,R.Cerone&M.Franzese
Developmentofrapid,reliable,andeconomicalmethodsforinspectionand
monitoringofhighwaybridges 123
J.D.Fasl,T.A.Helwig,S.L.Wood,V.A.Samaras,A.A.Yousef,K.H.Frank,
D.L.Potter&R.E.Lindenberg
WirelesssensorperformancemonitoringofaninnovativebridgedesigninNewYorkState 124
M.V.Gangone,M.J.Whelan,K.D.Janoyan,L.Minnetyan&T.Qiu
Thebenefitofmonitoringforbridgemaintenance 125
R.Geier
Monitoringmethodforcurvedconcretebridgegirdersusinglong-gaugedeformationsensors 126
B.Glišic´,D.Inaudi&D.Posenato
Multiplesensorsubsurfaceconditionassessmentofreinforcedconcretebridgedecks 127
D.R.Huston,J.Cui,D.Burns,D.Hurley&R.Arndt
VII
Output-onlysubstructuralidentificationforlocaldamagedetection 128
C.G.Koh&T.N.Thanh
Steelbeamfatiguelifepredictionusingacousticemissionamplitudehistogramsand
backpropagationneuralnetworks 129
A.Korcak,J.Suleman,F.F.Barsoum&E.v.K.Hill
Healthmonitoringofconcretebridges:modelsimulationsofpre-stressedbeamsunder
staticenvironmentalloadingbasedonexperimentaldata 130
F.Lanata
Jointlessbridge:Determinationoffracturemechanicalparametersvaluesfornonlinearanalysis 131
D.Lehký,Z.Keršner&D.Novák
Coupledfieldmonitoringandstructuralanalysistoassessscourconditions 132
J.McConnell&M.Cann
Proofloadtestingsupportedbyacousticemission.Anexampleofapplication 133
P.Olaszek,G.S´wit&J.R.Casas
Jointlessbridge:Reliabilityassessment 134
J.Podroužek,D.Novák&A.Strauss
Aninnovativeapproachfordynamicdamagedetectioninbridgegirders 135
H.A.Rasheed&Sh.NayyeriAmiri
Definitionofstructuralparametersspanstructuresofbridgesbyresultsoftheir
testsbymobileloading 136
V.Redchenko
RepairmonitoringandexperimentalworkassociatedwithFerrycarrigBridge 137
P.C.Ryan,A.J.O’Connor,L.Duffy,A.Daly&G.Jones
Analysisofin-servicedatacollectedduringbiennialinspectionsontypicalbridges 138
H.W.ShentonIII,K.Connor,M.J.Chajes,M.Rakowski&B.Brookes
Determinationofconcretebridgeageingbystructuralhealthmonitoring 139
S.Soyoz&M.Q.Feng
MonitoringbasedperformancecheckingofthejointlessMarktwasserBridgeS33.24 140
A.Strauss,R.Wendner,K.Bergmeister&D.M.Frangopol
MonitoringbasedverificationofthesoilstructureinteractionoftheMarkwasserBridgeS33.24 141
R.Wendner,A.Strauss&K.Bergmeister
Experimentaltrialsonthedetectionofreinforcementbreakswiththemagneticfluxleakagemethod 142
T.Wolf&T.Vogel
InnovativestructuralhealthmonitoringforTamarSuspensionBridgebyautomated
totalpositioningsystem 143
K.Y.Koo,J.M.W.Brownjohn,D.List,R.Cole&T.Wood
MS3:Present&futureofbridgeinspection&evaluation
Organizers:S.Alampalli,A.K.Agrawal&M.Ettouney
Inspectionneedsofdeterioratingbridgecomponents 147
A.K.Agrawal&S.Alampalli
PeriodicNDEinsupportofstructuralhealthmonitoringofbridges 148
R.W.Arndt,F.Jalinoos,J.Cui&D.Huston
Toseeistoknow:visualizationinbridgeinspectionandmanagement 149
J.Bien´,M.Kuz˙awa&B.Bien´
Knowledge-basedexperttoolsinbridgemanagement 150
J.Bien´,A.Banakiewicz,M.Gładysz,T.Kamin´ski,P.Rawa&B.Bien´
VIII
Enhancedbridgemanagementviaintegratedremotesensing 151
S.Chen,E.Hauser,K.Dai,W.Liu,B.Ribarsky,S.Lee,B.Tolone&C.Boyle
Fullfieldmappingofbridgedeformationusingdigitalspecklephotography 152
F.P.Chiang&J.Yu
Designforinspection–onewaytowardsdurableinfrastructures 153
M.Drissi-Habti
Non-homogeneousMarkovChainforbridgedeteriorationmodeling 154
G.Fu&D.Devaraj
Newtoolsforinspectionandevaluationofsteeltrussbridgegussetplates 155
C.Higgins,Q.D.Nguyen&O.T.Turan
ThecomputerizedcablesstayinspectionoftheCooperRiverBridge(ArthurRavanel,Jr) 156
B.Kroely,G.Hovhanessian&J.Stieb
Loadratingsofaconcrete-encasedsteel3-hingearchbridge 157
L.-Y.Lai,W.-S.Chang&M.Majd
Ropeaccessbridgeinspections 158
B.Leshko
Californiabridgemanagement 159
B.Newton
Post-earthquakebridgeinspectionguidelinesforNewYorkstate 160
J.S.O’Connor&S.Alampalli
Aframeworkforevaluatingtheimpactofstructuralhealthmonitoringonbridgemanagement 161
M.Pozzi,D.Zonta,W.Wang&G.Chen
BridgemanagementandinspectionfortheCountyofBaltimore,Maryland 162
J.K.Shaffer&M.C.Schellhase
Overviewofremotestructuralhealthmonitoring:Focusonenduserdemands 163
T.Spuler,G.Moor&R.Berger
MethodsofqualitycontrolandqualityassuranceforhighwaybridgeinspectionintheUnitedStates 164
G.A.Washer
StudiesontheuseofKEELsoftwareforintelligentanalyzingofbridgeload-bearingcapacity 165
P.Wójtowicz&D.Król
MS4:Research&applicationsinbridgehealthmonitoring
Organizers:F.N.Catbas,J.R.Casas,H.Furuta&D.M.Frangopol
Designandimplementationofloadcellbearingstomeasuredeadandliveloadeffects
inanagedlongspanbridge 169
N.Dubbs,F.Moon&A.E.Aktan
Maintenancemonitoringsystemdesignofamovablebridge 170
F.N.Catbas,H.B.Gokce,T.Dumlupinar,R.Zaurin,M.Gul,T.Terrell,D.Harper&D.M.Frangopol
Exploringindirectvehicle-bridgeinteractionforbridgeSHM 171
F.Cerda,J.Garrett,J.Bielak,R.Bhagavatula&J.Kovacˇevic´
Noveltydetectionbasedonsymbolicdataanalysisappliedtostructuralhealthmonitoring 172
A.Cury&C.Cremona
Atemporalmulti-scaleanalysisbasedbridgehealthdivide-and-conquermonitoring
anddiagnosisstrategy 173
D.Dan,M.Zhihua&S.Limin
ValidationofanSHMprocedureforconcretebridgesbasedonstaticstrainrecords 174
A.DelGrosso,F.Lanata,D.Posenato&A.Mercalli
IX
Uncertaintyandreliabilityanalysisusingmonitoringdataandartificialneural
network(ANN)calibration 175
T.Dumlupinar,H.B.Gokce,K.R.Mackie,F.N.Catbas&D.M.Frangopol
Effectsofenvironmentalchangesonthedynamiccharacteristicofreinforcedconcretebeams 176
M.R.Esfahani&G.Behnam
Damagedetectionusinganoveltimeseriesmethodology:ApplicationtotheZ24Bridgedata 177
M.Gul&F.N.Catbas
Developmentofabridgehealthmonitoringapproachusingtrain-bridgeinteraction
analysisandGAoptimization 178
X.He,T.Hayashikawa,T.Matsumoto,M.Kawatani&H.Furuta
Assessmentofremainingfatiguelifeofagingorthotropicsteeldeckbridges 179
K.Kashefi,M.Zeinoddini&A.P.Zandi
Identifyingbendingstiffnesschangeofabeamunderamovingvehicle 180
C.W.Kim,M.Kawatani&T.Fujimoto
Low-costwirelesssensornodeforvibrationmonitoringofinfrastructures 181
C.W.Kim,M.Kawatani,R.Ozaki,N.Makihata&M.Kano
BridgeretrofitdesignoptimizationforfatiguebasedonmonitoringandFEanalysis 182
K.Kwon&D.M.Frangopol
UpdatingthefiniteelementmodelofbridgestructuresbyanimprovedTaguchiupdatingmethod 183
Y.Liu,H.Li,Z.Duan&Y.Yao
High-orderlocalvibrationpropertiesofRCViaductunderthepassinghighspeedtrain 184
K.Matsuoka,K.Kaito,T.Watanabe&M.Sogabe
Conditionassessmentofbridgedecktrussusingin-servicemonitoringdataofstrain 185
Y.Q.Ni,H.W.Xia,J.M.Ko&K.Y.Wong
Simultaneousmonitoringofthecoupledvibrationbetweenabridgeandmovingtrains 186
Y.Oshima,K.Yamamoto,K.Sugiura,A.Tanaka&M.Hori
Challengesanduncertaintymitigationinstructuralidentificationoflongspanbridges 187
J.B.Prader,J.Zhang,F.L.Moon&A.E.Aktan
Bridgeinstrumentationforlongtermstructuralhealthmonitoring 188
M.Sanayei,J.D.Sipple,J.E.Phelps,E.Santini-Bell,P.J.Lefebvre&B.R.Brenner
ModelingandinstrumentationoftheTobinMemorialBridge 189
M.Sanayei,E.J.Pheifer,B.R.Brenner,E.Santini-Bell&W.L.Durack
InstrumentationforreinforcedconcretedurabilitymonitoringofQingdaoBayBridge 190
X.P.Shao,B.L.Guo&Y.Q.Ni
StructuralmonitoringofLezíriaBridgesinceitsconstruction 191
H.Sousa,J.Figueiras&J.Bento
ReliabilityassessmentorientedmonitoringsystemdesignforShanghaiYangtzeRiverBridge 192
Z.Sun,H.-S.Wu,Q.-M.Wang,Y.-C.Lu&Z.-F.Zhou
BridgeSensorMart:Aflexibleandscalabledatastorageandanalysisframeworkfor
structuralhealthmonitoring 193
N.C.Tas,C.Raileanu,M.Dejori&C.Neubauer
Full-scalemeasurementsonbuffetingresponseofSutongBridgeundertyphoonFung-Wong 194
H.Wang,A.Q.Li,T.Y.Zhu&R.M.Hu
Structuralhealthmonitoringfordamagedetectionbasedonintegrationofcomputerimaging
andsensordata 195
R.Zaurin&F.N.Catbas
X
MS5:Newproceduresforbridgerehabilitation
Organizer:V.Popa
Sustainableandcosteffectivesolutionstolifeextensionofbridges 199
C.P.Atkins,P.Lambert,R.Brueckner,R.Merola&A.R.Foster
Electrochemicalchlorideextractionandelectrochemicalre-alkalizationForeva
RegebetonPAprocess 200
R.A.Bedón&D.Deschamps
Bridgecrossingsraisedtoprovidemoreoverheadclearance 201
R.A.Daniel,B.vanSinten&H.T.vanManen
Choosingtheappropriatesustainablepolymerconcretematerialforbridge
preservationandmaintenance 202
A.M.Dinitz&M.S.Stenko
Shearresistancesandstrengtheningofagedprestressedconcretebridgesconsidering
deteriorationandfatigueeffects 203
P.Mark,M.Bender,M.Strack,Ch.Fust&V.Birtel
Fatiguestrengthandrepairmethodsofcorrodedbridgewires 204
S.Nakamura&K.Suzumura
MS6:Measurementsystemsforbridgeweigh-in-motion(B-WIM)
Organizers:B.Bakht,A.Znidaric&D.K.McNeill
Bridgecapacityassessmentbycombinedproof-loadingandWIMdata 207
J.R.Casas&J.D.Gómez
Usingweigh-in-motiondataformodelingmaximumliveloadeffectsonhighwaybridges 208
M.Ghosn&B.Sivakumar
Bridgeweigh-in-motiononsteelorthotropicdecks–MillauviaductandAutrevillebridge 209
B.Jacob,M.Hannachi&S.S.Ieng
Winnipegweighinmotion 210
A.Mufti,H.Vogel,E.Murison&B.Bakht
Theinfluenceofcorrelationontheextremetrafficloadingofbridges 211
E.J.OBrien,B.Enright&T.Dempsey
Afilteredmeasuredinfluencelineapproachtobridgeweigh-in-motion 212
E.J.OBrien,A.González&J.Dowling
EvaluatingremaininglifetimeofbridgesbymeansofBWIM 213
M.Petschacher

WIMdatatoassessconsequencesofnewtrafficregulations 214
F.Schmidt&B.Jacob
VehicleloadingandeffectontheTsingMaBridgeusingWIMdata 215
Y.L.Xu,Z.W.Chen&K.Y.Wong
LatestpracticaldevelopmentsinthebridgeWIMtechnology 216
A.Žnidaricˇ,I.Lavricˇ&J.Kalin
ApplicationsofB-WIMtechnologytobridgeassessment 217
A.Žnidaricˇ&I.Lavricˇ
MS7:Bridgemanagementtools&research
Organizer:L.Klatter
Amethodologytoestimateriskrelatedtoroadlinks,duetolatentprocesses 221
B.T.Adey,J.D.Birdsall&R.Hajdin
XI