Structural health monitoring of the Traffic Bridge in Saskatoon using strain gauges

..........................................................................................ii ACKNOWLEDGEMENTS.............................................................................................iv TABLE OF CONTENTS...........................................................................v LIST OF TABLES..................................................................................ix LIST OF FIGURES.................................................................................xii NOMENCLATURE.................................................................................xvi LIST OF ABBREVIATIONS...................................................................xvii

[1]  John T. DeWolf,et al.  Long-term Structural Health Monitoring of a Multi-girder Steel Composite Bridge Using Strain Data , 2009 .

[2]  Piotr Omenzetter,et al.  Application of time series analysis for bridge monitoring , 2006 .

[3]  Jan Ming Ko,et al.  Fatigue analysis and life prediction of bridges with structural health monitoring data — Part II: application , 2001 .

[4]  A. Emin Aktan,et al.  NONLINEAR BEHAVIOR OF HEAVY CLASS STEEL TRUSS BRIDGES , 2003 .

[5]  M. Friswell,et al.  DETECTING ALIASED FREQUENCY COMPONENTS IN DISCRETE FOURIER TRANSFORMS , 2003 .

[6]  Atorod Azizinamini.  Full scale testing of old steel truss bridge , 2002 .

[7]  Sreenivas Alampalli,et al.  Estimating Fatigue Life of Bridge Components Using Measured Strains , 2006 .

[8]  Michael P. Culmo,et al.  Performance Evaluation through Field Testing of Century-Old Railroad Truss Bridge , 2008 .

[9]  Benjamin A. Graybeal,et al.  RELIABILITY OF VISUAL INSPECTION FOR HIGHWAY BRIDGES, VOLUME I: FINAL REPORT , 2001 .

[10]  W De Corte,et al.  The use of continuous high-frequency strain gauge measurements for the assessment of the role of ballast in stress reduction on steel railway bridge decks , 2006 .

[11]  Kadir Ozakgul,et al.  Fatigue life evaluation of a through-girder steel railway bridge , 2009 .

[12]  Jeffrey A. Laman,et al.  Dynamic Load Allowance for Through-Truss Bridges , 1999 .

[13]  Björn Töyrä,et al.  Assessment and Measurement of the Forsmo Bridge, Sweden , 2002 .

[14]  Dan M. Frangopol,et al.  Structural Health Monitoring and Reliability Estimation: Long Span Truss Bridge Application With Environmental Monitoring Data , 2008 .

[15]  Baidar Bakht,et al.  BRIDGE TESTING - A SURPRISE EVERY TIME , 1990 .

[16]  Dan M. Frangopol,et al.  Bridge System Performance Assessment from Structural Health Monitoring: A Case Study , 2009 .

[17]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[18]  Robert J. Dexter,et al.  Response and Analysis of Steel Trusses for Fatigue Truck Loading , 2001 .

[19]  Randall J. Allemang,et al.  THE MODAL ASSURANCE CRITERION–TWENTY YEARS OF USE AND ABUSE , 2003 .

[20]  Xuhui He,et al.  Finite element model updating of existing steel bridge based on structural health monitoring , 2008 .

[21]  B. Peeters,et al.  Vibration-based damage detection in civil engineering: excitation sources and temperature effects , 2001 .

[22]  Tommy H.T. Chan,et al.  Statistical Analysis of Online Strain Response and Its Application in Fatigue Assessment of a Long-span Steel Bridge , 2003 .