Proceedings ofthe 3

International Conference on

Structural Health Monitoring &

Intelligent Infrastructure:

Structural Health Monitoring& Intelligent Infrastructure

Edited by

Baidar Bakht, JMBT Structures Research Inc., Canada

Aftab Mufti, University of Manitoba / ISIS Canada, Canada

November 2007

TABLE OF CONTENTS

Foreword

Organization

KEYNOTE LECTURES

Why is Intelligent Infrastructure Needed?

S. Chase, Federal Highway Administration, Infrastructure Inspection and

Management, U.S.A 3

Recent Advances in Structural Health Monitoring for Civil Infrastructures in

the Mainland ofChina: Technologies, Theories and SystemsJ. Ou, Dalian University ofTechnology, China/Harbin Institute ofTechnology, China; H. Li, Harbin Institute ofTechnology, China 4

Use ofSHM in Destructive Testing of BridgesB. Tdljsten, Denmark Technical University, LyngbyDenmark, L. Elfgren, 0.

Enochsson, Lulea University ofTechnology, Lulea, Sweden 5

Corrosion Damage Evaluation and Diagnosis ofBridges in the Mexican

Highway Network

M. Martinez, Madrid, A.T. Acosta, A. del Valle Moreno, J. Trinidad Perez

Quiroz, M.A. BackhoffPohls, F. Carrion Viramontes, Instituto Mexicano del

Transporte, Sanfandila, QRO, Mexico 6

AUTONOMOUS BRIDGE MONITORING & INSPECTION

Development and Application ofa BWIM System in a Cable-Stayed BridgeM. Park, Korea Expressway Corporation, Korea, J. Lee, Research Institute

ofIndustrial Science and Technology (RIST), Korea, S. Kim, Seoul National

University ofTechnology, Korea, B. Jo, Hanyang University, Korea, J. Jang,TME&C, Korea, Y. Park, Korea Expressway Corporation, Korea 9

Development ofa Flying Robot System for Visual Inspection ofBridgesS.H. Whang, D.H. Kim, M.S. Kang, K. Cho, S. Park, W.H. Son, KITECH,

Korea 10

Development of Robotic Inspection System Over Bridge SuperstructureK. Yang, Daelim College ofTechnology, Korea, S. Nam, EJ Tech

Engineering Corp., Korea 11

Robotic Systems for Automated Bridge InspectionJ.S. Lee, I. Hwang, J.H. Park, J.H. Lee, Hanyang University at Ansan, Korea 12

The Han-Online Bridge Safety Monitoring System and an Approach to Better

Bridge MaintenanceD.S. Kim, INFRAENG Corp., Korea, J.W. Kim, Apex Solutions Corp., Korea,J.G. Yoon, Daelim Industry, Corp., Korea 13

DAMAGE IDENTIFICATION

A Method for Implementation of Damage Detection Algorithms for Civil

SHM SystemsM Turek, C.E. Ventura, University ofBritish Columbia, Vancouver, Canad 17

Damage Identification of the Multi-box Girder Bridge by Modal Curvature

Method

Y.Q.Xiang, W.L. Yang, Zhejiang University, Zhejiang, PR China 18

Model-Independent Damage Identification Based on Statistical Correlations

of Dynamic Macro-Strain Distribution

SI Li, Z. Wu, Ibaraki University, Japan 19

Ultrasonic Technique for Damage Detection in Composite Laminates with an

Embedded FBG Sensor

P.M. Lam, K.T. Lau, H. Tarn, H.Y. Ling, The Hong Kong Polytechnic

University, Hong Kong SAR, China 20

Vibration-Based Damage Detection of Support Softening Under a Timber

Bridge StringerY. Sun, L.D. Wegner, B.F. Sparling, University ofSaskatchewan, Saskatoon,Canada 21

DATA PROCESSING & MANAGEMENT

Data Anomaly Identification in Complex Structures Using Model Free Data

Statistical AnalysisF. Lanata, University ofGenoa, Italy, D. Posenato, D. lnaudi, SMARTEC

SA, Switzerland 25

Data Processing and Management Aspects of Wireless Sensor Networks for

Structural Health MonitoringR. Bisehoff, J.Meyer, G. Feltrin, M. Motavalli, EMPA, Switzerland 26

Software in Field Data Analysis on a BridgeJ. Wu, China University of Geoscience, China, L. Han, A.A. Mufti, ISIS

Canada, University ofManitoba, Winnipeg, Canada, B. Bakht, JMBT

Research Inc., Mississauga, Canada 27

System Identification: Data Mining to Explore Multiple ModelsP.Kripakaran, S. Saitta, S. Ravindran, IF. C. Smith, Structural EngineeringInstitute, Ecole Polytechnique Federale de Lausanne, Switzerland. 28

Wavelet Decomposition Approach for Archiving and Querying LargeVolume of Structural Health Monitoring DataY. Mizuno, Y. Fujino, The University ofTokyo, Japan 29

FIELD APPLICATIONS

Actual Application of Real-Time Disaster Mitigation System to High-RiseBuildingM. Takahashi, Y. Uchimura, H. Hagiwara, Kajima Technical Research

Institute, Kajima Corp., Japan, T. Nasu, Y. Watabe, Kajima Corp., Japan 33

Application ofa Vibration-based Damage Detection Algorithm on a

Benchmark Structure

S. Mikami, S. Beskhyroun, Y. Miyamori, T. Oshima, Kitami Institute of

Technology, Kitami, Hokkaido, Japan 34

Design, Installation, and Operation ofa Monitoring System for an Interstate

Highway BridgeN.E. Reader, H.W. ShentonUI, M.J. Chajes, University ofDelaware, USA 35

EMI-Free Monitoring ofa Railroad Bridge for Electric Powered LightWeight Rail Transit

D. Kang, W. Chung, H. Kim, I. Yeo, Korea Railroad Research Institute,

Republic ofKorea 36

Fatigue Analysis ofHanger Cables Exposed to Vibrations at the Great Belt

East BridgeJ.E. Andersen, COWIA/S, Copenhagen, Denmark, E. Laursen, Sund &Bcelt

Holding A/S, Korsor, Denmark 37

Fibre Optic Sensors for Long-Term SHM in Civil Engineering and

GeotechniqueW.R. Habel, D. Hofmann, M. Schallert, N. Dantan, K. Krebber, N. Nother,

Federal Institutefor Materials Research and Testing (BAM), Berlin,

Germany 38

Field Condition Monitoring ofWater Mains in the Canadian Prairies

T.S. Chaudry, C. Gheorghiu, University ofManitoba, Winnipeg, Canada, Y.

Hu, CSIR National Research Council, Ottawa, Canada 39

Integrity Monitoring of Old Steel Bridge Using Fiber Optic Distributed

Sensors Based on Brillouin ScatteringB. Glisic, D. Posenato, D. Inaudi, SMARTEC, Switzerland, F. Persson,

Minova Bemek, Sweden, F. Myrvoll, Norwegian Geotechnical Institute

(NGI), Norway, M. Enckell, Minova Bemek and Royal Institute ofTechnology(KTH), Sweden 40

Large Scale Lifespan Monitoring ofHigh-Rise Buildings Using Long-GageFiber Optic Sensors

B. Glisic, D. Inaudi, SMARTEC, Switzerland, L.J. Ming, Y.T. Yew, N.C. Tat,

Housing & Development Board (HDB), Singapore, 41

Monitoring ofa High Performance Prestressed Concrete Highway BridgeUsing a Built-in Fiber Optic Sensor SystemR.L. Idriss, New Mexico State University, Las Cruces, NM, USA 42

Response Measurement of a Composite Bridge Superstructure Under Static

Live Loads

Z. Hussain, Balochistan University ofEngineering & Technology, Khuzdar,

Pakistan, A.N. Khan, A. Nasser, S.M. Ali, NWFP University ofEngineering& Technology, Peshawar, Pakistan 43

Ship Crash Into the River Danube Railway Bridge in Krems - Monitoringand Alarming System for the Damaged Structure

P. Furtner, H. Wenzel, VCE, Austria 44

Structural Health Monitoring ofBridges in SwedenM. Enckell, Royal Institute ofTechnology (KTH), Sweden 45

Structural Health Monitoring of GFRP Reinforced Beam at Veteran Affairs

Brookside CemeteryE.R. Murison, C. Klowak, D. Sidhu, A.A. Mufti, ISIS Canada, University ofManitoba, Winnipeg, Canada, D. Stephenson, Heritage Conservation

Directorate, Public Works and GovernmentServices Canada 46

Structural Health Monitoring of Lindquist BridgeD.D. Sargent, Sargent & Associates Engineering Ltd., Canada, E.R.

Murison, A.A. Mufti, ISIS Canada, University ofManitoba, Canada, B.

Bakht, JMBT Structures Research Inc., Canada 47

Structural Health Monitoring ofthe Lingotto Cable-Stayed Pedestrian Bridgewith Optical Fiber Sensors

/. Talebinejad, C. Fischer, F. Ansari, University ofIllinois-Chicago, USA, L.

Giacosa, A. DeStefano, Politecnico di Torino, Torino, Italy. 48

Tracking the Effects of Changing Environmental Conditions on the Modal

Parameters of Tamar BridgeJ.M.W. Brownjohn, P. Carden, University ofSheffield, UK 49

Underground Tunneling Monitoring Based on Sensitive Optical Fibre Cable

and Brillouin ReflectometryV. Dewynter, S. Magne, S. Rougeault, N. LeLoc'h, P. Ferdinand, CEA LIST,Centre dEtudes de Saclay, Optical Measurement Laboratory, France, M.

Aubrit, M. De Broissia, F. Vallon, L. Avallone, Bouygues Travaux Publics,Direction Technique Challenger, France, C. Leple, A. Poulain, ACOME,France 50

Wavelet-based Vibration Analysis of Akashi Kaikyo BridgeH. Katsuchi, H. Yamada, Yokohama National University, Japan, S.

Kusuhara, Honshu Shikoku Bridge Expressway Co. Ltd., Japan 51

Working State Monitoring on a Pile-Supported 18-Storyed Frame-Shearwall

Structure

J. Song, T. Zhou, Zhengzhou University, Zhengzhou, China 52

INDIRECT SENSING

Advanced Vibration Measurement System for Bridge Using Laser DopplerVibrometers

T. Miyashita, Nagaoka University ofTechnology, Japan, K. Kubota, J.

Hernandez Jr., Y.Fujino, University ofTokyo Japan 55

Automatic Vehicle Classification Based on Modelled Bridge Strain Profiles

N.J. Dhruve, D.K. McNeill, University ofManitoba, Winnipeg, MB, Canada 56

Dynamic Structural Analysis Using Spatial Data Monitored by 3-D Laser

Scanner

S. Sumitro, SMART Structures LLC, Illinois, USA, Y. Itoh, Saga University,

Saga, Japan, H. Matsuda, Nagasaki University, Nagasaki, Japan, T.

Okamoto, Keisoku Research Consultant, Hiroshima, Japan 57

Calculating Deflections from Observed Strains

A.A. Mufti, C. Klowak, ISIS Canada Research Network, University ofManitoba, Winnipeg, Canada, Leslie Jaeger, Dalhousie University, Canada,

B. Bakht, JMBTStructures Research Inc., Toronto, Canada, G. Tadros,

SPECO Engineering, Calgary, Canada 58

SHM ofBridges Using Weigh-in-MotionJ. Wu, ISIS Canada Research Network, China University ofGeosciences,Wuhan, China, A.A. Mufti, D. Sidhu, ISIS Canada Research Network,

University of Manitoba, Winnipeg, MB, Canada, B. Bakht, JMBT Structure

Research Inc., Toronto, Canada 59

INTEGRATED SYSTEMS

Effect ofTemperature on Electrical Property of Carbin Black-Filled Cement-

Based CompositesH. Li, H. Xiao, J. Ou, Harbin Institute ofTechnology, China 63

GPR: A New Tool for Structural Health Monitoring of Infrastructure

C. Ekes, Terraprobe Geoscience Corp., Canada 64

Monitoring Vehicle - A Basic Element in Maintenance PlanningK. Bergmeister, R. Wendner, A. Strauss, University ofBOKU, Vienna,

Austria 65

On the Use of a Bivariate Regressive Adaptive Index for Structural Health

MonitoringS. Su, T. Kijewski-Correa, University ofNotre Dame, USA 66

Study on the Health State Evaluation Prediction Function Method for BridgeStructure

S. Mubiao, Structural Health Monitoring and Control Institute, ShijiazhuangRailway Institute, Shijiazhuang, China 67

INVERSE PROBLEMS IN BRIDGE MANAGEMENT

Back Analysis Technique for the Estimation ofTension Force on HangerCables

N.S. Kim, D.U. Park, Y.M. Park, J.H. Cheung, Ptisan National University,Korea 71

Bridge Condition Assessment Using a Moving Vehicle as an Actuator

C. W. Kim, M. Kawatani, Kobe University, Japan 72

Detection ofAbrupt Changes During Earthquake by Autoregressive ModelJ. Kong, H.S. Lee, Seoul National University, Korea 73

Experimental Evaluation ofUncertainty on Real-Time Damage Monitoringin Prestressed Concrete Girders

J.T.Kim, J.H. Park, PukyongNational University, Korea, W.S. Park, J.H. Yi,

KORDI, Korea 74

Identification of Moving Forces by Measuring Bridge Dynamic ResponsesS. Shin, M.J. Han, Inha University, Korea, J. Y. Jo, Dong-A University,Korea, H.J. Lee, Changwon National University, Korea, B.S. Jung, Dong-Eui

University, Korea 75

MONITORING OFREHABILITATION

Estimation of Stresses at the Interface Between Adhesive Mortar and

Concrete Based on the Thermographic Measurement of a Tile Structure

T. Matsumoto, The University ofTokyo, Japan, R. Rumbayan, Polytechnic ofManado, Indonesia 79

Finite Element Modeling on Repair of Delaminated Beam Via Piezo-PatchesW.H. Duan, Q. Wang, University ofManitoba, Winnipeg, Canada, S. T. Quek,National University ofSingapore, Singapore 80

Long-Term Performance Monitoring of GFRP-Repaired Bridge Columns

S.A. Sheikh, S.M. Homam, University of Toronto, Toronto, Canada 81

NON-DESTRUCTIVE TESTING

Bridge Structure Monitoring System Based on the FBG Sensor NetworkK.T. Park, Y.K. Hwang, W.S. Lee, Korea Institute ofConstructionTechnology, South Korea 85

Civil Infrastructure Monitoring, Maintenance and ManagementG. Chen, University ofMissouri-Rolla, Rolla, USA 86

Development of a Remote Non-Contact Measurement System by CombiningLaser Doppler Vibrometer and Total Station for Monitoring of StructuresK. Kubota, Keisoku Research Consultant Co., Japan, T.Miyashita, NagaokaUniversity ofTechnology, Japan, J. Hernandez Jr., Y. Fujino, The Universityof Tokyo, Japan, N. Miyamoto, Keisoku Research Consultant Co., Japan, H.

Suehiro, Honshu-Shikoku Bridge Expressway Company Limited, Japan 87

Real-Time Diagnostic System for Pavements Using Dynamic Response of

Road Patrol Vehicles (VIMS)T. Furukawa, H. Ishii, Yokogawa Bridge Corp, Japan, Y. Fujino, K. Kubota,The University of Tokyo, Japan 88

MISCELLANEOUS TOPICS

Application of Statistical Pattern Recognition Damage Detection Methods to

Bridge Field Test Data

A. Cheung, C. Cabrera, P. Sarabandi, A. Kiremidjian, Stanford University,Stanford CA USA, H. Wenzel, VCE, Vienna, Austria 91

Bridge Displacement Measurement System Using Image ProcessingJ. W. Lee, J. W. Kwark, E.S. Choi, W.J. Chin, KICT, South Korea, J.W. Lee,

DongYang University, Korea 92

Development of an Internet Para-Stressing Bridge SystemA. Miyamoto, Yamaguchi University, Japan, M. Motoshita, Kyowa Sekkei

Co., Ltd., Osaka, Japan 93

Integrated Analysis of Inhomogeneous Structural Monitoring Data ofa

Monolithic BridgeW. Lienhart, F.K. Brunner, Graz University ofTechnology, Austria 94

Response Evaluation ofPrototype Noncomposite I-Beam Bridge UnderStatic Live Load Test

A.M. Syed, A.N. Khan, A. Naseer, UETPeshawar, Pakistan, Z. Razzaq,ODU, VA, USA, Z. Hussain, UETKhuzdar 95

SAFETY EVALUATION

A Standard Test Method for Evaluating the Crack Monitoring Performance

of Distributed Fiber Optic Sensors

Z. Wu, H. Zhang, Ibaraki University, Japan 99

A Study on the Stability, Reliability, and Accuracy ofNeubrescope-Based

Pipe Thinning Detection SystemY. Yamauchi, Neubrex Co., Ltd., Japan (on leavefrom Osaka University), A.

Guzik, Neubrex Co., Ltd., Japan (on leavefrom CUT, Poland), K. Kishida,C.H. Li, Neubrex Co., Ltd., Japan 100

Evaluation and Monitoring ofCable Loss in Cable Stayed BridgesY. Park, KM. Koh, Seoul National University, Korea, U Starossek,

Hamburg University Technology, Germany, J. F. Choo, KBRC, Korea, H.

Kim, Mokpo National University, Korea 101

Health Monitoring ofFiber-Reinforced Concrete Overlays at the ChemBioE

Building, Vancouver, Canada

N. Banthia, R. Gupta, The University ofBritish Columbia, Vancouver,

Canada, P. Dyer, Propex, Inc. (now with Saint-Gobain Corp.), USA 102

Incorporating Structural Health Monitoring Data to Reliability-basedStructural Condition Assessment

B. Dubey, A. Bagchi, S.S. Alkass, Concordia University, Montreal, Canada 103

Modal Study of Transmission Concrete Poles for Health MonitoringK.Dai, S.E. Chen. University ofNorth Carolina at Charlotte, USA 104

Reduction ofAccelerations of the Bridge Vibration for High-Speed Trains

J.W. Kwark, J.R. Cho, E.S. Choi, W.J. Chin, J. W. Lee, K1CT, Republic ofKorea 105

Structural Damage Detection Using Changes in Stiffness Properties with

Modal Update TechnologyK.H. Hsieh, National Chung Hsing University, Taiwan, M. W. Hailing, P.J.

Barr, Utah State University, Logan, UT, USA 106

Structural Damage Identification ofPlate Structures Based on Frequency

Response Function and Natural FrequenciesA. Esfandiari, F. Bakhtiari-Nejad, A. Rahai, Amirkabir University, Iran 107

Structural Damage Identification Using Mode ShapesA. Esfandiari, M. Asadbeigi, Amirkabir University, Iran 108

Structural Health Monitoring by Periodic NDE Measurements

F. Jalinoos, Federal Highway Administration, McLean, VA USA 109

System Reliability-Based Structural Health Monitoring with FEM Simulation

F.N. Catbas, R. Zaurin, M. Susoy, University ofCentral Florida, USA, DM.

Frangopol, Lehigh University, USA 110

Tuned Liquid Column Dampers - Effective Damping of Vertical Vibrations

M. Reiterer, Bernard Engineers, Vienna, Austria, R. Wendner, S. Hoffman, A.

Strauss, K. Bergmeister, University ofBOKU, Vienna, Austria Ill

Vulnerable Component Monitoring: A Novel Concept for Health Monitoringof Complex Structures

G. Yu, Z. Sun, Tongji University, Shanghai, China 112

SENSORS

ALow Power Wireless Sensor Network for Structural Health MonitoringJ. Meyer, R. Bischoff, G. Feltrin, M. Motavalli, EMPA, Switzerland 115

A Novel Optical Fiber Sensor for Steel Corrosion in Concrete Structures

C.K.Y. Leung, K.T. Wan, L. Chen, HKUST, HongKong, China 116

Acoustic Emission Technology For Intelligent InfrastructureT.R. Hay, D.R. Hay, WavesinSolids LLC, USA, D. W. Greve, I.J. OppenheiemT.R. Wei Wu, A.P. Wright, Carnegie Mellon University, USA, A. Ledeczi, P.

Volgyesi, ISIS, Vanderbilt University, USA 117

An Autonomous Networked Wireless Device for Structural Health

MonitoringF. Bastianini, V. Plessi, S.S. Sarvestani, N. Galati, University ofMissouri-Rolla, USA, A. Nanni, University ofMiami, Miami, FL USA 118

Evaluation of a Rugged Fiber Optic Sensor System for MonitoringReinforced Concrete Structures

A. Bagchi, Concordia University, Montreal, Canada, A.A. Mufti, E. Murison,

University ofManitoba, Winnipeg, Canada 119

Fire Detection and High Strain Monitoring Using Distributed Brillouin

Sensors with Carbon Coated Fiber

W. Li, C. Zhang, X. Bao, University of Ottawa, Ottawa, Canada, M. Du, OFS

Laboratories, Somerset, NJUSA 120

Flex-Patch: A Novel, Rugged, Fiber Optic Strain Sensor for SHM

ApplicationsS. Ferguson, D. Snyder, Micron Optics Inc., USA, A. Mendez, MCH

Engineering LLC, USA 121

Load Identification ofFlexural RC Structures Using Distributed FBG

Sensing SystemK. Yang, H. Araki, A. Yabe, Kozo Keikaku Eng. Inc., Tokyo, Japan, Z. Wu,Ibaraki University, Japan 122

Removable Actual-Stress Sensor

S. Sumitro, Smart Structures LLC, Illinois, USA, H. Hoashi, Honshu-Shikoku

Bridge Expressway, Naruto, Japan, T. Okamoto, Keisoku Research

Consultant, Hiroshima, Japan, ML. Wang, University ofIllinois at Chicago,Illinois, USA 123

Research and Development ofBridges Structural Health Monitoring with a

Wireless Sensor Network

J. Su, S. Cai, W. Li, Z. Li, Research Institute ofHighway, the Ministry ofCommunication, Beijing, China 124

Research and Development ofCoefficient-AdjustableFBG Strain Sensors

Z. Zhou, S. Sun, J. He, Harbin Institute ofTechnology, China, J. Ou, Dalian

University ofTech., China 125

The Electrochemical Fatigue Sensor: A Novel Sensor for Active FatigueCrack Detection and Characterization

B.M. Phares, Material Technologies, Inc., Ankeny, IA USA 126

Use of Lock-In Amplifier and PID Control in Distributed Brillouin Sensor

System for Stabilization ofEOM Bias Voltage Drift

J. Snoddy, F. Ravet, Y. Li, X. Bao, University ofOttawa, Ottawa, Canada 127

Verification Report of High Accuracy Measurement Technology by LongDistance and Noncontact with the FSF Laser Optical Coordinates

Measurement SystemS. Umemoto, N. Miyamoto, K. Kubota, T. Okamoto, Keisoku Research

Consultant Co., Japan, T. Hara, Tohoku University, Japan, Y. Fujino, The

University of Tokyo, Japan 128

SHM: PHILOSOPHY & EDUCATION

Acceleration-Based Damage Evaluation ofBuilding Structures with Neural

Networks and Particle Swarm OptimizationY. Qian, A. Mita, Keio University, Japan 131

Analysis of Thermal Stress at the Interface Between Concrete and Polymer-Cement Mortar

T. Mahaboonpachai, T. Matsumoto, The University ofTokyo, Japan 132

Developing a Graduate Course on Structural Health Monitoring of Civil

Infrastructure

A. Bagchi, Concordia University, Montreal, Canada 133

How Structural Health Monitoring Could Become a Useful Tool to

Implement Sustainable Development Practices in Civil EngineeringP. Labossiere, Universite de Sherbrooke, Sherbrooke, Canada, J. Newhook,

Dalhousie University, Halifax, Canada. 134

SHM and Performance-Oriented Engineering Education

J.P. Newhook, ISIS Canada, Dalhousie University, Halifax, NS, Canada,

A.A. Mufti, ISIS Canada, University ofManitoba, Winnipeg, MB, Canada 135

SHM & BRIDGE SECURITY

Blast Load Simulations Using High Resolution Analytical MethodZ. Yi, A.K. Agrawal, The City College ofNew York, USA, M. Ettouney,Weidlinger Associates, USA, S. Alampalli, New York State Department ofTransportation, USA 139

Integrated Smart Wireless Sensors for Bridge Structural Health andHomeland Security MonitoringM.J. Whelan, M. V. Gangone, K.D. Janoyan, Clarkson University, Potsdam,NY, USA 140

Results of Workshop on Structural Health Monitoring Role in BridgeSecurityM. Ettouney, Weidlinger Associates, USA, S. Alampalli, New York State

Department ofTransportation, USA 141

The Challenge of Economically Balancing Security and Mobility Needs of

our Nation's Bridge Infrastructure

H.A. Capers Jr, N. Khambhati, Arora and Associates PC, USA 142

SHM OF GEO-TECH SYSTEMS

A Study on BOTDR-Based Distributed Monitoring for Slope EngineeringS. Bin, S. Haibo, Z. Dan, W. Baojun, W. Guangqing, P. Chunde, NanjingUniversity, China 145

Monitoring and Warning System for Slope Failure Due to Heavy Rainfall

K. Sako, R. Fukagawa, I. Yasukawa, Ritsumeikan University, Japan, R.

Kitamura, Kagoshima University, Japan 146

Monitoring ofDeep-Seated Mass Movements

F.K. Brunner, H. Woschitz, K. Macheiner, Institute ofEngineering GeodesyandMeasurement Systems, Graz University ofTechnology, Austria 147

Monitoring Soil Nailed Slopes Using Both Conventional and Advanced

Sensors

J.H. Yin, The Hong Kong Polytechnic University, HongKong, China 148

SHM OF HERITAGE STRUCTURES

Monitoring ofHeritage Structures and Historical Monuments Using Long-

Gage Fiber Optic Interferometric Sensors - An Overview

B. Glisic, D. Inaudi, D. Posenato, A. Figini, N. Casanova, SMARTEC,

Switzerland 151

Structural Health Assessment ofHistoric Building Through Non-Destructive

TestingZ Hussain, Balochistan University ofEngineering & Technology, Khuzdar,

Pakistan, A.N. Khan, A. Naseer, S.M. Ali, NWFP University ofEngineering& Technology, Peshawar, Pakistan 152

Structural monitoring and assessment of the School of Engineering Main

Building at University ofNaples Federico II

C. Rainieri, G. Manfredi, E. Cosenza, University ofNaples Federico II,

Napoli, G. Fabbrocino, University ofMolise, Termoli (CB) 153

The Health Monitoring System for Railway Bridge Piers

O. Suzuki, M. Shimamura, M. Matsunuma, East Japan Railway Company,

Japan, M. Abe, BMC Corporation, Japan 154

SHM OF MARINE & HARBOUR STRUCTURES

Data Analysis and Interpretation from GPS Monitoring ofBreakwater

A. Del Grosso, F. Lanata, University ofGenoa, Italy, A. Pieracci, The Port

Authority ofGenoa, Italy 157

Distributed Fibre Optic Sensing for Long-Range Pipeline MonitoringD. Inaudi, B. Glisic, SMARTEC, Switzerland 158

Strain Sensors for Deepwater ApplicationsD. Inaudi, B. Glisic, SMARTEC, Switzerland, F. Gasparoni, S. Cenedese,

Tecnomare, Italy, M. Zecchin, ENI, Italy 159

Structural Health Monitoring of Harbour Piers

A. Del Grosso, F. Lanata, University ofGenoa, Italy, G. Brunetti, Tecniter

s.r.l., Italy, A. Pieracci, The Port Authority ofGenoa, Italy 160

SHMMISCELLANEOUS

FireGrid: Integrated E-Response for the Modern Built Environment Based onEnvironmental and Structural MonitoringA. Usmani, A. Cowlard, G. Pringle, G. Beckett, J. Torero 163

Health Monitoring of Buildings Using Threshold Drift Ratios-Now an

Established Method

M. Celebi, USGS (MS977), MenloPark, CA, USA 164

Hot Spot Stress Approach for Fatigue Life Assessment in Welded BridgeConnections Using Monitoring Data and FEM AnalysisX.W. Ye, Y.Q. Ni, J.M. Ko, 165

Multilevel Structural Health Monitoring Using an Inverse Wave PropagationMethod

F.J. Carrion-Viramontes, J.A. Quintana-Rodriguez, J.A. Lopez-Lopez,Institute Mexicano del Transporte Sanfandila, QRO, Mexico, J.F. Doyle,Purdue University, West Laffayet, IN, USA 166

SMART MATERIALS & STRUCTURES

Development and Characterization of a Smart FRP Patch with Embedded

FBG Sensor for Strain Monitoring ofRC Structures

P. Corvaglia, A. Largo, Consorzio CETMA, Italy, M.A. Caponero, L. Fiori,ENEA, Italy 169

Dynamic Testing Method for Prestress of Simply Supported Structure

Z.F. Chen, University ofSouth China, Hunan China 170

Health Monitoring Techniques to Detect Damage to Concrete Structures

Using Self-Diagnosis Materials

H. Inada, H. Kumagai, Shimizu Corporation, Japan, Y. Inada, Ohsaki

Research Institute, Japan, Y. Okuhara, Japan Fine Ceramics Center, Japan 171

Smart Magnetorheological Dampers with an Embedded Sensor for Vibration

Control ApplicationsK.H. Lam, Z.H. Chen, S.W. Or, Y.Q. Ni, H.L.W. Chan, The Hong KongPolytechnic University, Hong Kong, China 172

STANDARDIZATION OF SHM SYSTEMS

Relevance Vector Machine Regression Applied to Structural Health

MonitoringC.K. Oh, J.L. Beck, California Institute ofTechnology, USA 175

Representative Least Squares Method for Sensor Placement

D.S. Li, H.N. Li, Dalian University ofTechnology, China, CP. Fritzen,University ofSiegen, Siegen, Germany 176

Use of SHM for Investigation of the Performance for a CFRP StrengthenedConcrete BridgeB. Tdljsten, Denmark Technical University, Lyngby, Denmark, A. Hejll,Lulea University ofTechnology, Lulea, Sweden 177

STRUCTURAL ANALYSIS & RELIABILITY ASSESSMENT

AIFIT-User Orientated Identification for Infrastructure SARA-Part V

S. Hoffmann, K. Bergmeister, R. Wendner, A. Strauss, IKI, University ofBOKU, Vienna, Austria 181

Analysis Model Development for a Suspension Bridge Based on Field-

Measured Data

H.K. Kim, Mokpo National University, Korea, H. Lee, University of

California atIrvine, USA, J.H. Jang, TM-ENC Corp., Korea, F.J. Choo,

Seoul National University, Korea 182

Dynamic Damage Identification Based on Artificial Neural Networks,SARA-Part IV

D. Lehky, D. Novak, Brno University of Technology, Czech Republic, P.

Frantik, BUT, Czech Republic, A. Strauss, K. Bergmeister, BOKU University,Austria 183

Long-Term Monitoring for the Control of Cable Vibration

CM. Park, J.C. Park, H.T. Kang, Korea Expressway Co., Korea 184

Performance Prediction Functions for Reliability Assessment Based on

Structural Health MonitoringA. Strauss, DM. Frangopol, S. Kim, Lehigh University, Bethlehem, PA, USA 185

Sensitivity Factor Based Dynamic Damage Identification SARA-Part III

A. Strauss, K. Bergmeister, R. Wendner, University ofNatural Resources &

Applied Life Sciences, Austria, D. Novak, D. Lehky, Institute ofStructural

Mechanics, BUT University, Czech Republic 186

Stochastic Degradation Models for Durability Limit State Evaluation:

SARA-Part VI

B. Teplyl, D. Matesovd, M. Chroma, P. Rovnanik, Brno University of

Technology, FAST, Czech Republic 187

Structural Analysis and Reliability Assessment, SARA Part I: Life-CycleReliability Assessment, Virtual Simulation for Health Monitoring and

Damage Identification of BridgesK. Bergmeister, A. Strauss, University ofNatural Resources & AppliedLifeSciences, Austria, D. Novak, Institute ofStructural Mechanics, BUT

University, Czech Republic, R. Pukl, Cervenka Consulting, Czech Republic 188

Virtual Reliability Assessment of Structures with Damage, SARA-Part II

R. Pukl, V. Cervenka, (Cervenka Consulting, Czech Republic, D. Novak, Brno

University ofTechnology, Czech Republic 189

STRUCTURAL IDENTIFICATION OF CONSTRUCTED

SYSTEMS

Long-Term Vision for the ASCE Technical Committee: Structural

Identification of Constructed SystemsA.E. Aktan, F.L. Moon, Drexel University, Philadelphia, PA, USA, F.N.

Catbas, University ofCentral Florida, Orlando, FL, USA 193

Opportunities and Challenges of Structural Identification

I.F.C. Smith, StructuralEngineering Institute, Ecole Polytechnique Federalede Lausanne (EPFL), Switzerland. 194

System Identification ofConstructed Buildings: Current State-of-the-Art and

Future Directions

T.L. Kijewski-Correa, J. Cycon, University ofNotre Dame, USA 195

WIRELESS SENSING

A Passive Wireless Displacement Sensor for Monitoring Cracks in Civil

Structures

D. Card, D.J. Thomson, G.E. Bridges, University ofManitoba, Winnipeg,Canada, R. Edalatmanesh, J. Newhook, Dalhousie University, Halifax,Canada 199

Consideration About the Monitoring of the Pre-Stressed Concrete BridgeK. Hida, T. Hikichi, K&T Consultant Co., Ltd., R. Nagayoshi, Chiyoda

Engineering Consultant Co., Ltd., Y. Matui, Y. Takahashi, A. Demizu,Keisoku Research Consultant Co., Ltd. Japan 200

Development of Wireless Sensor Device for Rapid Deploying in Buildingsand Civil Infrastructures

T.H. Lin, S.L. Hung, National Chiao Tung University, Taiwan, CM. Wen,

Taiwan Construction Research Institute, Taiwan 201

Dynamic Simulation of Wireless Structural Monitoring System Using Petri

Nets

Y.M. Chen, C.Y. Lin, National Chiao-Tung University, Taiwan 202

Low-Cost Resonant Sensors for Civil Infrastructure

S.L. Wood, D.P. Neikirk, University ofTexas, USA 203

New Designs for Embedded Passive Wireless Sensors

M. Fallah Rad, L. Shafai, D. J. Thomson, University ofManitoba, Canada 204

Passive Wireless Sensor System for Concrete Maturity MonitoringJ.H. Hines, AppliedSensor R&D Corporation, USA 205

Wireless Drive-By-Vibration Sensing for Health Monitoring ofShort-Span

BridgesS.E. Chen, University ofNorth Carolina at Charlotte, USA 206

Wireless Multihop Networks in Mission Critical Real-Time Monitoring and

Alerts for Construction Sites

W.K.G. Seah, Instituteforlnfocomm Research, Singapore, G.H. Tan, SysEng

(S) Pte Ltd, Singapore 207