Within the research project AIFIT – user oriented identification for engineering structures – various methods for system identification were developed, which have been analyzed regarding their capability for the assessment of stiffness distributions. Following several publications about this project, this contribution will focus on present studies concerning the application of these methods to a real structure, following the claim of the project for user oriented identification methods. For this purpose the experiences gained in laboratory tests have been realized in the field while considering an application of system identification as practical as possible. For this a representative structure was analyzed and its dynamic and quasi static ...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
National audienceThis article presents the experimental evaluation of a reduced scale framed buildin...
This is the peer reviewed version of the following article: [Lei J, Xu D, Turmo J. Static structural...
Global identification methods can provide an important contribution for the economical maintenance o...
The project AIFT aims at methods resulting in simple identification and localization of local bendin...
All Engineering structures are subjected to time-dependent degradation processes. In order to allow ...
All Engineering structures are subjected to time dependent degradation processes. In order to allow ...
Damage in reinforced concrete structures generally results in cracking due to the materials non line...
Damages of reinforced concrete result or appear in general by cracks due to its non linear material ...
A majority of structurally relevant damages in reinforced concrete structures create cracks (Bergmei...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
This article presents an original identification method for the assessment of flexure and shear stif...
Structural health monitoring of existing infrastructure is currently an important field of research,...
The evaluation philosophy of an existing structure must differ from the design philosophy of a new s...
A new stiffness identification method for a building structure is proposed in the case where the bui...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
National audienceThis article presents the experimental evaluation of a reduced scale framed buildin...
This is the peer reviewed version of the following article: [Lei J, Xu D, Turmo J. Static structural...
Global identification methods can provide an important contribution for the economical maintenance o...
The project AIFT aims at methods resulting in simple identification and localization of local bendin...
All Engineering structures are subjected to time-dependent degradation processes. In order to allow ...
All Engineering structures are subjected to time dependent degradation processes. In order to allow ...
Damage in reinforced concrete structures generally results in cracking due to the materials non line...
Damages of reinforced concrete result or appear in general by cracks due to its non linear material ...
A majority of structurally relevant damages in reinforced concrete structures create cracks (Bergmei...
The characteristics of civil structures inevitably suffer a certain level of damage during its lifet...
This article presents an original identification method for the assessment of flexure and shear stif...
Structural health monitoring of existing infrastructure is currently an important field of research,...
The evaluation philosophy of an existing structure must differ from the design philosophy of a new s...
A new stiffness identification method for a building structure is proposed in the case where the bui...
Despite its importance in some structures, shear deformation is systematically neglected by most sta...
National audienceThis article presents the experimental evaluation of a reduced scale framed buildin...
This is the peer reviewed version of the following article: [Lei J, Xu D, Turmo J. Static structural...