Structural identification using dynamical parameters (such as the natural vibration frequencies and mode shapes) is an important issue, especially in bridges or high-rise buildings. However, incorrect decisions could happen on the Structural Health Monitoring (SHM) strategy and the Structural System Identification (SSI) analysis that makes the sometimes expensive and time-consuming process useless due to the large uncertainty of the resulting estimations. This paper discusses the role of the SHM strategy and the SSI analysis based on the constrained observability method (COM) and decision trees (DT) in reducing the estimation error. Here, the COM uses subsets of natural frequencies and/or modal-shapes to deal with the nonlinearity of the SS...
Structural health monitoring (SHM) is the main contributor of the future’s smart city to deal with t...
This paper proposes an innovative method for selection of measurement sets in static parameter ident...
This paper aims to develop an SI (structural identification) technique using the KEOT and the DMUM t...
The structural identification using dynamic parameters (such as the natural vibration frequencies an...
The unknown properties of a structure can be identified from different measurement sets. The selecti...
Structural Health Monitoring (SHM) has become a powerful tool to help decision making for management...
The inverse problem of structural system identification is prone to ill‐conditioning issues; thus, u...
Structural identification (St-Id) can be described simply as estimating the properties of a structur...
Structural identification (St-Id) can be described simply as estimating the properties of a structur...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
One of the crucial steps in structural health monitoring (SHM) is damage diagnosis based on features...
Developments and advances in experimental technologies providing useful data make it possible to ide...
Developments and advances in experimental technologies providing useful data make it possible to ide...
The framework as well as the particular algorithms of pattern recognition process is widely adopted ...
This is the accepted version of the following article: [Lei, J, Lozano‐Galant, JA, Xu, D, Turmo, J. ...
Structural health monitoring (SHM) is the main contributor of the future’s smart city to deal with t...
This paper proposes an innovative method for selection of measurement sets in static parameter ident...
This paper aims to develop an SI (structural identification) technique using the KEOT and the DMUM t...
The structural identification using dynamic parameters (such as the natural vibration frequencies an...
The unknown properties of a structure can be identified from different measurement sets. The selecti...
Structural Health Monitoring (SHM) has become a powerful tool to help decision making for management...
The inverse problem of structural system identification is prone to ill‐conditioning issues; thus, u...
Structural identification (St-Id) can be described simply as estimating the properties of a structur...
Structural identification (St-Id) can be described simply as estimating the properties of a structur...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
One of the crucial steps in structural health monitoring (SHM) is damage diagnosis based on features...
Developments and advances in experimental technologies providing useful data make it possible to ide...
Developments and advances in experimental technologies providing useful data make it possible to ide...
The framework as well as the particular algorithms of pattern recognition process is widely adopted ...
This is the accepted version of the following article: [Lei, J, Lozano‐Galant, JA, Xu, D, Turmo, J. ...
Structural health monitoring (SHM) is the main contributor of the future’s smart city to deal with t...
This paper proposes an innovative method for selection of measurement sets in static parameter ident...
This paper aims to develop an SI (structural identification) technique using the KEOT and the DMUM t...