The capacity to detect changes in modal properties caused by structural response from those resulting from noises (environment, test conditions, etc.) is a major issue in vibration analysis. For timber-based structures monitoring, high uncertainty ratios in the measurements may prevent efficient modal parameter identification. Therefore, assessment of large timber structures needs to rely on realistic measurement technologies and adequate post-processing tools for improving engineering practices. In this paper, four of the most common identification methods were presented in a benchmark study with respect to the modal parameters identification efficiency of timber elements under different numerical and experimental configurations. These are...
Reliability of measurement with acoustic NDT applied to timber structures improves in-situ assessmen...
The damping ratio is a key indicator of a structures susceptability to human discomfort due to dynam...
The damping ratio is a key indicator of a structures susceptability to human discomfort due to dynam...
On-going research is concerned with the losses that occur at junctions in lightweight building struc...
Accurate damage identification in a structure depends on the accurate estimation of modal parameters...
Accurate damage identification in a structure depends on the accurate estimation of modal parameters...
The dynamic behaviour of multi-storey CLT-buildings due to operational excitation is an open issue; ...
Timber frameworks are one of the most important and widespread types of structures. Their configurat...
The aim of this study is to modal parameter identification of a three-storey structure using operati...
The dynamic behaviour of multi-storey CLT-buildings due to operational excitation is an open issue; ...
The structural responses and vibration properties such as frequencies and mode shapes are directly r...
This thesis evaluates the possibility to detect natural defects, such as knots, in timber boards usi...
This thesis evaluates the possibility to detect natural defects, such as knots, in timber boards usi...
For the development of sustainable building solutions, research on innovative structures figures a k...
Experimental modal analysis (EMA) is one among other methods to analyze dynamics characteristics of ...
Reliability of measurement with acoustic NDT applied to timber structures improves in-situ assessmen...
The damping ratio is a key indicator of a structures susceptability to human discomfort due to dynam...
The damping ratio is a key indicator of a structures susceptability to human discomfort due to dynam...
On-going research is concerned with the losses that occur at junctions in lightweight building struc...
Accurate damage identification in a structure depends on the accurate estimation of modal parameters...
Accurate damage identification in a structure depends on the accurate estimation of modal parameters...
The dynamic behaviour of multi-storey CLT-buildings due to operational excitation is an open issue; ...
Timber frameworks are one of the most important and widespread types of structures. Their configurat...
The aim of this study is to modal parameter identification of a three-storey structure using operati...
The dynamic behaviour of multi-storey CLT-buildings due to operational excitation is an open issue; ...
The structural responses and vibration properties such as frequencies and mode shapes are directly r...
This thesis evaluates the possibility to detect natural defects, such as knots, in timber boards usi...
This thesis evaluates the possibility to detect natural defects, such as knots, in timber boards usi...
For the development of sustainable building solutions, research on innovative structures figures a k...
Experimental modal analysis (EMA) is one among other methods to analyze dynamics characteristics of ...
Reliability of measurement with acoustic NDT applied to timber structures improves in-situ assessmen...
The damping ratio is a key indicator of a structures susceptability to human discomfort due to dynam...
The damping ratio is a key indicator of a structures susceptability to human discomfort due to dynam...