This the fifth volume of five from the 28th IMAC on Structural Dynamics and Renewable Energy, 2010, brings together 19 chapters on the Dynamics of Bridges. It presents early findings from experimental as well as computational investigations on the Dynamics of Bridges, including studies on Modeling Environmental Effects on the Dynamic Characteristics of the Tamar Suspension, Structural Health Monitoring of Bridges, Structural Assessment of Damaged Bridges Using Ambient Vibration Testing, and Development of a Tamar Bridge Finite Element Model.
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978-1-040-60249-2 (9781040602492)
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Schweitzer Klassifikation
Dr. Tom Proulx is the Executive Director of the Society for Experimental Mechanics, Inc.
1 Traffic Excited Vibrations Acting on Pedestrians Using a Highway Bridge 2 Development of a Tamar Bridge Finite Element Model 3 Modelling Environmental Effects on the Dynamic Characteristics of the Tamar Suspension Bridge 4 Structural Health Monitoring of Bridges in British Columbia, Canada 5 Structural Assessment of Damaged Bridges Using Ambient Vibration Testing 6 Model Updating of the Ironworkers Memorial Second Narrows Bridge, Vancouver, Canada 7 Pre- and Post-identification Merging for Multi-setup OMA with Covariance-driven SSI 8 Time-variant Reliability and Load Rating of a Movable Bridge Using Structural Health Monitoring 9 Aerodynamic Performance of Bridges Equipped Small Wind Turbines 10 Method for Vehicle Identification and Classification for Bridge Response Monitoring 11 In-situ Fatigue Sensors for Structural Health Monitoring of Highway Bridges 12 Laser Vibrometry for Bridge Post-repair Investigation 13 Computer Vision for Structural Health Monitoring and Damage Detection of Bridges 14 Experimental Investigation of Reykjavik City Footbridge 15 Baseline Model Establishment for a Bridge: I. Dynamic Testing 16 Baseline Model Establishment for a Bridge: II. Static Load Testing 17 Sensitivity Study of Stochastic Walking Load Models 18 Identification of High-order Local Vibration Properties of RC Viaduct 19 The Influence of Single Progressive Off-centered Crack on the Dynamics of Beam.
