© 2020 Elsevier Ltd This study establishes a short-time stochastic subspace identification (ST-SSI) framework to estimate bridge frequencies by processing the dynamic response of a traversing vehicle. The formulation uses a dimensionless description of the response that simplifies the vehicle-bridge interaction (VBI) problem and brings forward the minimum number of parameters required for the identification. With the aid of the dimensionless parameters the analysis manages to successfully apply ST-SSI despite the time-varying nature of the VBI system. Further, the proposed approach eliminates the adverse effect of the road surface roughness using a transformed residual vehicle response obtained from two traverses of a vehicle at different s...
The drive-by bridge health monitoring is to assess the bridge condition using the acceleration respo...
The paper introduces a procedure to automatically identify key vehicle characteristics from vibratio...
The bridge infrastructures are subjected to continuous degradation due to ageing, environmental and ...
Research on indirect bridge structural identification from the dynamic response of a moving instrume...
© 2019 Elsevier Ltd A new indirect strategy is proposed to estimate the bridge modal parameters from...
In this paper, acceleration responses from a vehicle passing through the bridge are used to monitor ...
This paper reviews the Stochastic System Identification (SSI) method that has been used to estimate ...
© 2019 American Society of Civil Engineers. Drive-by bridge parameter identification has been an act...
Recently, drive-by-bridge inspection methods have attracted substantial scholarly interest; however,...
The paper introduces a procedure to automatically identify key vehicle characteristics from vibratio...
The vehicle and bridge responses in a vehicle-bridge interaction (VBI) system have been widely studi...
A conventional way to identify bridge frequencies is utilizing vibration data measured directly from...
This paper introduces a coherence-based signal processing strategy to identify the natural bridge fr...
Drive-by bridge parameter identification has been an active research area in recent years. An instru...
This paper reports on the analysis of the signals sent by accelerometers fixed on the axles of a veh...
The drive-by bridge health monitoring is to assess the bridge condition using the acceleration respo...
The paper introduces a procedure to automatically identify key vehicle characteristics from vibratio...
The bridge infrastructures are subjected to continuous degradation due to ageing, environmental and ...
Research on indirect bridge structural identification from the dynamic response of a moving instrume...
© 2019 Elsevier Ltd A new indirect strategy is proposed to estimate the bridge modal parameters from...
In this paper, acceleration responses from a vehicle passing through the bridge are used to monitor ...
This paper reviews the Stochastic System Identification (SSI) method that has been used to estimate ...
© 2019 American Society of Civil Engineers. Drive-by bridge parameter identification has been an act...
Recently, drive-by-bridge inspection methods have attracted substantial scholarly interest; however,...
The paper introduces a procedure to automatically identify key vehicle characteristics from vibratio...
The vehicle and bridge responses in a vehicle-bridge interaction (VBI) system have been widely studi...
A conventional way to identify bridge frequencies is utilizing vibration data measured directly from...
This paper introduces a coherence-based signal processing strategy to identify the natural bridge fr...
Drive-by bridge parameter identification has been an active research area in recent years. An instru...
This paper reports on the analysis of the signals sent by accelerometers fixed on the axles of a veh...
The drive-by bridge health monitoring is to assess the bridge condition using the acceleration respo...
The paper introduces a procedure to automatically identify key vehicle characteristics from vibratio...
The bridge infrastructures are subjected to continuous degradation due to ageing, environmental and ...