Proc. SPIE 9805 entitled: Health Monitoring of Structural and Biological Systems 2016The vibration mode shapes are often used to identify damage of bridges because the mode shapes are not only important modal properties but also sensitive to damage. However, the key issue is how to conveniently obtain the mode shapes of a bridge in service. Traditional methods invariably require installation of instruments on the bridge for collection of dynamic responses for constructing mode shapes, which are both costly and inconvenient. Therefore a method is developed to construct the mode shapes of simply supported bridges based on Hilbert Transform using only vehicle acceleration response for identification of the location of damage. Firstly, an algor...
Large scale tests with progressive damage on a prestressed concrete highway bridge have been perform...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
The mode shapes of a bridge are important modal properties for many purposes, such as damage detecti...
Conference Theme: Bridges and Structures Sustainability - Seeking Intelligent SolutionsThe mode shap...
Many traditional methods of damage identification in bridge structures implement numerical models an...
Constructing the mode shapes of a bridge has been an interesting research topic in recent years. A v...
It is critical for the safety monitoring of highway bridges that beam bridge damage can be identifie...
Damage detection algorithms employing the conventional acceleration measurements and the associated ...
Indirect bridge monitoring methods, using the responses measured from vehicles passing over bridges,...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
A new method is proposed in this paper for bridge damage detection using the response measured in a ...
Structural Health Monitoring (SHM) in bridges is an important field, which implements increasingly i...
This paper presents a multi-stage multi-pass method to identify the location of damage of a continuo...
This paper proposes a damage identification approach in bridge structures under moving vehicular loa...
Large scale tests with progressive damage on a prestressed concrete highway bridge have been perform...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
The mode shapes of a bridge are important modal properties for many purposes, such as damage detecti...
Conference Theme: Bridges and Structures Sustainability - Seeking Intelligent SolutionsThe mode shap...
Many traditional methods of damage identification in bridge structures implement numerical models an...
Constructing the mode shapes of a bridge has been an interesting research topic in recent years. A v...
It is critical for the safety monitoring of highway bridges that beam bridge damage can be identifie...
Damage detection algorithms employing the conventional acceleration measurements and the associated ...
Indirect bridge monitoring methods, using the responses measured from vehicles passing over bridges,...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
A new method is proposed in this paper for bridge damage detection using the response measured in a ...
Structural Health Monitoring (SHM) in bridges is an important field, which implements increasingly i...
This paper presents a multi-stage multi-pass method to identify the location of damage of a continuo...
This paper proposes a damage identification approach in bridge structures under moving vehicular loa...
Large scale tests with progressive damage on a prestressed concrete highway bridge have been perform...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...
This paper presents two approaches for the structural damage identification of a bridge from the dyn...