Title:
Some research results on bridge health monitoring, maintenance and safety : special topic volume with invited peer reviewed papers only
Series:
Key engineering materials ; v. 540
Publication Information:
Durnten-Zurich : TTP, Trans Tech Publications, 2013
Physical Description:
viii, 174 pages : illustrations ; 25 cm.
ISBN:
9783037855812
Added Author:
Available:*
Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
---|---|---|---|---|---|
Searching... | 30000010325760 | TG315 S66 2013 | Open Access Book | Book | Searching... |
On Order
Summary
Summary
Volume is indexed by Thomson Reuters BCI (WoS).This special topic volume encompasses some aspects of bridge health monitoring, maintenance and safety. Specifically, it deals with: bridge health monitoring; bridge repair and rehabilitation issues; bridge related safety and other implications. The objective was to introduce recent research results in the fields of bridge health monitoring, bridge maintenance and safety from the mainland of China.
Table of Contents
Investigation of a Software for Finite Element Model Updating of Bridges Based on Interface Technology between VC++ and MATLAB | p. 1 |
Significant Failure Mode Identification for a CFST Arch Bridge System | p. 11 |
Analysis of Traveling Wave Effect on Half-Through CFST Arch Bridge by Large Mass Method | p. 21 |
Dynamic Amplification Factor Measuring of T-Girder Bridges | p. 29 |
Resistance and Time-Variant Reliability Updating of Existing Bridge Structures Based on Proof Loads | p. 37 |
Sensor Optimal Placement for Structural Health Monitoring Based on Stabilization Diagram | p. 47 |
Buffeting Reliability Analysis of Long Span Concrete-Filled Steel Tube Arch Bridge during Construction Stage | p. 55 |
Study on Vehicle-Bridge Coupling Vibration of Equal Span Girder Bridge of Different Span Number | p. 63 |
Seismic Performance of a Multi-Span RC Highway Bridge with High Damping Rubber Bearings | p. 69 |
A Meta-Modeling Procedure for Updating the Finite Element Model of an Arch Bridge Model | p. 79 |
A Method for Damage Detection Based on Correlation Characteristic of Acceleration Response | p. 87 |
Modified Formula of Estimating Fundamental Frequency of Girder Bridge with Variable Cross-Section | p. 99 |
Experimental Research of Uniaxial Compression Bearing Capacity on Large Diameter CFST Columns | p. 107 |
Experimental Study of Flexural Behavior of RC Beams Strengthening with BFRP Sheets | p. 119 |
The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge | p. 131 |
Seismic Performance Analysis of a Multi-Span Continuous Girder Bridge under Multi-Excitation | p. 141 |
Impact Analysis of the Flexural Rigidity on the Frequency and Tension of the Stay Cable | p. 153 |
Time-Dependent Shear Capability Analysis and its Application of Reinforced Concrete Simply-Supported Beam Bridge | p. 165 |