Add to ORKGThe paper deals with the prediction of global damage and future structural reliability with special emphasis on sensitivity, bias and uncertainty of these predictions dependent on the statistically equivalent realizations of the future earthquake. The predictions are based on a modified Clough-Johnston single-degree-of-freedom (SDOF) oscillator with three parameters which are calibrated to fit the displacement response and the damage development in the past earthquake
A hysteretic mechanical formulation is derived to quantify local, modal and overall damage in reinfo...
This paper considers estimation of the Maximum Damage Indicator (MSDI) by using time-frequency syste...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...
The paper deals with the prediction of global and localized damage and the future reliability estima...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
Estimation of structural damage from known increase in the fundamental period of a structure after a...
This paper deals with the estimation of the damage location of severely damaged Reinforced Concrete ...
In the paper a recently proposed method for damage localization and quantification of RC-structures ...
A 2-bay, 6-storey model test RC-frame (scale 1:5) subjected to sequential earthquakes of increasing ...
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic e...
A non-linear hysteretic model for the response and local damage analyses of reinforced concrete shea...
A 2-bay, 6-storey model test reinforced concrete frame (scale 1:5) subjected to sequential earthquak...
The maximum softening concept is based on the variation of the vibrational periods of a structure du...
A simulation study of a 2-bay, 6storey model test RC-frame(scale 1:5) subject to earthquakes is cons...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
A hysteretic mechanical formulation is derived to quantify local, modal and overall damage in reinfo...
This paper considers estimation of the Maximum Damage Indicator (MSDI) by using time-frequency syste...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...
The paper deals with the prediction of global and localized damage and the future reliability estima...
The subject of the paper is the investigation of the sensitivity of structural reliability estimatio...
Estimation of structural damage from known increase in the fundamental period of a structure after a...
This paper deals with the estimation of the damage location of severely damaged Reinforced Concrete ...
In the paper a recently proposed method for damage localization and quantification of RC-structures ...
A 2-bay, 6-storey model test RC-frame (scale 1:5) subjected to sequential earthquakes of increasing ...
Local, modal and overall damage indicators for reinforced concrete shear frames subject to seismic e...
A non-linear hysteretic model for the response and local damage analyses of reinforced concrete shea...
A 2-bay, 6-storey model test reinforced concrete frame (scale 1:5) subjected to sequential earthquak...
The maximum softening concept is based on the variation of the vibrational periods of a structure du...
A simulation study of a 2-bay, 6storey model test RC-frame(scale 1:5) subject to earthquakes is cons...
For the last two decades we have seen an increasing interest in applying structural reliability theo...
A hysteretic mechanical formulation is derived to quantify local, modal and overall damage in reinfo...
This paper considers estimation of the Maximum Damage Indicator (MSDI) by using time-frequency syste...
The aim of this report is to present the results of a shaking table experiment with a mid-broken str...