Add to ORKGThis paper deals with the estimation of the damage location of severely damaged Reinforced Concrete (RC) structures excited by earthquakes. It is assumed that the building is instrumented with a sensor measuring the earthquake acceleration signal at ground surface and a sensor measuring only a single output response such as the top storey displacement. Based on these measurements it is assumed that the two lowest smoothed average circular eigenfrequencies can be estimated
The aim of the investigation reported in this paper is to clarify to what extent damages in reinforc...
A non-linear hysteretic model for the response and local damage analyses of reinforced concrete shea...
The paper presents a series of shaking table experiments performed at the Structural Laboratory at A...
In the paper a recently proposed method for damage localization and quantification of RC-structures ...
A method for localization of structural damage is seismically excited RC-structures using measured a...
A 2-bay, 6-storey model test RC-frame (scale 1:5) subjected to sequential earthquakes of increasing ...
A method has been developed for the localization of structural damage of substructures of seismicall...
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic e...
The paper deals with the prediction of global damage and future structural reliability with special ...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
A simulation study of a 2-bay, 6storey model test RC-frame(scale 1:5) subject to earthquakes is cons...
The paper deals with the prediction of global and localized damage and the future reliability estima...
This paper considers estimation of the Maximum Damage Indicator (MSDI) by using time-frequency syste...
Estimation of structural damage from known increase in the fundamental period of a structure after a...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...
The aim of the investigation reported in this paper is to clarify to what extent damages in reinforc...
A non-linear hysteretic model for the response and local damage analyses of reinforced concrete shea...
The paper presents a series of shaking table experiments performed at the Structural Laboratory at A...
In the paper a recently proposed method for damage localization and quantification of RC-structures ...
A method for localization of structural damage is seismically excited RC-structures using measured a...
A 2-bay, 6-storey model test RC-frame (scale 1:5) subjected to sequential earthquakes of increasing ...
A method has been developed for the localization of structural damage of substructures of seismicall...
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic e...
The paper deals with the prediction of global damage and future structural reliability with special ...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
A simulation study of a 2-bay, 6storey model test RC-frame(scale 1:5) subject to earthquakes is cons...
The paper deals with the prediction of global and localized damage and the future reliability estima...
This paper considers estimation of the Maximum Damage Indicator (MSDI) by using time-frequency syste...
Estimation of structural damage from known increase in the fundamental period of a structure after a...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...
The aim of the investigation reported in this paper is to clarify to what extent damages in reinforc...
A non-linear hysteretic model for the response and local damage analyses of reinforced concrete shea...
The paper presents a series of shaking table experiments performed at the Structural Laboratory at A...