Some Research Results on Bridge Health Monitoring, Maintenance and Safety

<ul><li>Preface</li><li>Investigation of a Software for Finite Element Model Updating of Bridges Based on Interface Technology between VC++ and MATLAB</li><li>Significant Failure Mode Identification for a CFST Arch Bridge System</li><li>Analysis of Traveling Wave Effect on Half-Through CFST Arch Bridge by Large Mass Method</li><li>Dynamic Amplification Factor Measuring of T-Girder Bridges</li><li>Resistance and Time-Variant Reliability Updating of Existing Bridge Structures Based on Proof Loads</li><li>Sensor Optimal Placement for Structural Health Monitoring Based on Stabilization Diagram</li><li>Buffeting Reliability Analysis of Long Span Concrete-Filled Steel Tube Arch Bridge during Construction Stage</li><li>Study on Vehicle-Bridge Coupling Vibration of Equal Span Girder Bridge of Different Span Number</li><li>Seismic Performance of a Multi-Span RC Highway Bridge with High Damping Rubber Bearings</li><li>A Meta-Modeling Procedure for Updating the Finite Element Model of an Arch Bridge Model</li><li>A Method for Damage Detection Based on Correlation Characteristic of Acceleration Response</li><li>Modified Formula of Estimating Fundamental Frequency of Girder Bridge with Variable Cross-Section</li><li>Experimental Research of Uniaxial Compression Bearing Capacity on Large Diameter CFST Columns</li><li>Experimental Study of Flexural Behavior of RC Beams Strengthening with BFRP Sheets</li><li>The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge</li><li>Seismic Performance Analysis of a Multi-Span Continuous Girder Bridge under Multi-Excitation</li><li>Impact Analysis of the Flexural Rigidity on the Frequency and Tension of the Stay Cable</li><li>Time-Dependent Shear Capability Analysis and its Application of Reinforced Concrete Simply-Supported Beam Bridge</li></ul>