In the identification of bridge damage in the series of deflection-affecting lines, noise signals due to axle coupling often occur. Removing these noise signals has become a key technique for effectively identifying damage. Taking the main line bridge of a overpass project in Fuzhou City of Fujian Province as an example, we collected the deflection a data of the bridge by using HPON-X target-free bridge deflectometer and used YOLOv3 algorithm for deep learning of the vehicle load position. The data were measured and studied by using DB9 wavelet de-noising method. The research shows that this method can greatly reduce the influence of vehicle bridge interaction on deflection influence line, and can enhance the accuracy and speed of bridge da...
This paper presents a multi-stage multi-pass method to identify the location of damage of a continuo...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
The presence of damage in a railway bridge alters its stiffness and consequently, its static and dyn...
In the identification of bridge damage in the series of deflection-affecting lines, noise signals du...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
In view of problems such as closed traffic, the large number of sensors required, and the labor-inte...
peer reviewedA novel damage detection and localisation method, the so-called Deformation Area Differ...
Previous research based on theoretical simulations has shown the potential of the wavelet transform ...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
BCCCE 3rd International Balkans Conference on Challenges of Civil Engineering, Epoka University, Tir...
This thesis concerns the design of an algorithm that is capable to detect structural damage in civil...
Session 1C: (Special Session SS02) Structural Health Monitoring Research and Practice in Hong KongTh...
This paper proposes a damage identification approach in bridge structures under moving vehicular loa...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
The wavelet transform and Lipschitz exponent perform well in detecting signal singularity.With the b...
This paper presents a multi-stage multi-pass method to identify the location of damage of a continuo...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
The presence of damage in a railway bridge alters its stiffness and consequently, its static and dyn...
In the identification of bridge damage in the series of deflection-affecting lines, noise signals du...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
In view of problems such as closed traffic, the large number of sensors required, and the labor-inte...
peer reviewedA novel damage detection and localisation method, the so-called Deformation Area Differ...
Previous research based on theoretical simulations has shown the potential of the wavelet transform ...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
BCCCE 3rd International Balkans Conference on Challenges of Civil Engineering, Epoka University, Tir...
This thesis concerns the design of an algorithm that is capable to detect structural damage in civil...
Session 1C: (Special Session SS02) Structural Health Monitoring Research and Practice in Hong KongTh...
This paper proposes a damage identification approach in bridge structures under moving vehicular loa...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
The wavelet transform and Lipschitz exponent perform well in detecting signal singularity.With the b...
This paper presents a multi-stage multi-pass method to identify the location of damage of a continuo...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
The presence of damage in a railway bridge alters its stiffness and consequently, its static and dyn...