This paper processes the signals from accelerometers mounted on a vehicle travelling over a bridge. Short Time Frequency Domain Decomposition (STFDD) is used to estimate bridge mode shapes from the dynamic response of the vehicle. In Frequency Domain Decomposition (FDD), several segments are defined on the bridge and the measurement is performed using two instrumented axles. Here, the FDD method is employed in a multi-stage procedure applied to the bridge segments in sequence. A rescaling process is used to construct the global mode shape vector. The performance of the proposed method is validated using numerical case studies. In other indirect bridge identification methods, the road profile may excite the vehicle, making it difficult to de...
As a part of a research project co-founded by the European Community, a series of 15 progressive dam...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
In this study, a four-span, 224m long, post-tensioned concrete box girder bridge supported on single...
7th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Torino, ...
Indirect bridge monitoring methods, using the responses measured from vehicles passing over bridges,...
Provided by the author(s) and University College Dublin Library in accordance with publisher policie...
This paper presents a novel algorithm for the estimation of bridge mode shapes using the response me...
Civil Engineering Research in Ireland, Belfast, UK, 28 - 29 August, 2014In this paper, application o...
The mode shapes of a bridge are important modal properties for many purposes, such as damage detecti...
A new method is proposed in this paper for bridge damage detection using the response measured in a ...
This paper reports on the analysis of the signals sent by accelerometers fixed on the axles of a veh...
This paper addresses the problem on the identification of moving vehicle axle loads based on measure...
Both the time domain method (TDM) and frequency-time domain method (FTDM) are introduced and modifie...
A new indirect strategy is proposed to estimate the bridge modal parameters from the dynamic respons...
This study addresses the effects of various parameters on moving axle load identification when vehic...
As a part of a research project co-founded by the European Community, a series of 15 progressive dam...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
In this study, a four-span, 224m long, post-tensioned concrete box girder bridge supported on single...
7th International Conference on Structural Health Monitoring of Intelligent Infrastructure, Torino, ...
Indirect bridge monitoring methods, using the responses measured from vehicles passing over bridges,...
Provided by the author(s) and University College Dublin Library in accordance with publisher policie...
This paper presents a novel algorithm for the estimation of bridge mode shapes using the response me...
Civil Engineering Research in Ireland, Belfast, UK, 28 - 29 August, 2014In this paper, application o...
The mode shapes of a bridge are important modal properties for many purposes, such as damage detecti...
A new method is proposed in this paper for bridge damage detection using the response measured in a ...
This paper reports on the analysis of the signals sent by accelerometers fixed on the axles of a veh...
This paper addresses the problem on the identification of moving vehicle axle loads based on measure...
Both the time domain method (TDM) and frequency-time domain method (FTDM) are introduced and modifie...
A new indirect strategy is proposed to estimate the bridge modal parameters from the dynamic respons...
This study addresses the effects of various parameters on moving axle load identification when vehic...
As a part of a research project co-founded by the European Community, a series of 15 progressive dam...
Moving force identification is a very important inverse problem in structural dynamics. Most of the ...
In this study, a four-span, 224m long, post-tensioned concrete box girder bridge supported on single...