An innovative approach to identify local anomalies in a structural beam bridge with an instrumented vehicle moving as a sensory system across the bridge. Accelerations at both the axle and vehicle body are measured from which vehicle-bridge interaction force on the structure is determined. Local anomalies of the structure are estimated from this interaction force with the Newton's iterative method basing on the homotopy continuation method. Numerical results with the vehicle moving over simply supported or continuous beams show that the acceleration responses from the vehicle or the bridge structure are less sensitive to the local damages than the interaction force between the wheel and the structure. Effects of different movement patterns ...
This paper presents a new moving force identification (MFI) algorithm that uses measured acceleratio...
Structural Health Monitoring (SHM) aims to achieve early damage detection in bridges by characterizi...
[[abstract]]In the present study, a detailed vehicle–bridge dynamic interaction model is established...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
In recent years there have been a growing number of publications on procedures for damage detection ...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
Bridge infrastructure is subject to continuous degradation due to the ageing, environmental and exce...
It is critical for the safety monitoring of highway bridges that beam bridge damage can be identifie...
Previous work by the authors have shown that the acceleration response of a damaged beam subject to ...
An innovative approach for damage assessment of a bridge deck is proposed with the measured dynamic ...
This paper investigates a novel method for damage detection using a moving force identification algo...
The Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), Sappo...
A method for damage detection of a simply supported concrete bridge structure in time domain is pres...
The problem of detecting local/distributed change of stiffness in bridge structures using ambient vi...
[[abstract]]In this paper, we establish a simplified bridge model in vehicle?bridge dynamic interact...
This paper presents a new moving force identification (MFI) algorithm that uses measured acceleratio...
Structural Health Monitoring (SHM) aims to achieve early damage detection in bridges by characterizi...
[[abstract]]In the present study, a detailed vehicle–bridge dynamic interaction model is established...
© 2017 Elsevier Ltd An innovative approach to identify local anomalies in a structural beam bridge w...
In recent years there have been a growing number of publications on procedures for damage detection ...
Identifying damage of a bridge from a vehicle moving over it is an attractive idea especially for th...
Bridge infrastructure is subject to continuous degradation due to the ageing, environmental and exce...
It is critical for the safety monitoring of highway bridges that beam bridge damage can be identifie...
Previous work by the authors have shown that the acceleration response of a damaged beam subject to ...
An innovative approach for damage assessment of a bridge deck is proposed with the measured dynamic ...
This paper investigates a novel method for damage detection using a moving force identification algo...
The Tenth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2020), Sappo...
A method for damage detection of a simply supported concrete bridge structure in time domain is pres...
The problem of detecting local/distributed change of stiffness in bridge structures using ambient vi...
[[abstract]]In this paper, we establish a simplified bridge model in vehicle?bridge dynamic interact...
This paper presents a new moving force identification (MFI) algorithm that uses measured acceleratio...
Structural Health Monitoring (SHM) aims to achieve early damage detection in bridges by characterizi...
[[abstract]]In the present study, a detailed vehicle–bridge dynamic interaction model is established...