The simplified mechanical method POST (PushOver on Shear Type models) for seismic vulnerability assessment of RC buildings is used in this study to derive damage scenarios for a database of 7597 RC buildings subjected to the 2009 L’Aquila earthquake. POST allows the evaluation of fragility curves through the determination of the non-linear static response of RC buildings in closed form, assuming the hypothesis of shear type behaviour, and considering the influence of infill panels both in the derivation of structural response and in assessment of building damage, which is defined according to the European Macroseismic Scale EMS-98. The aim of the present study is to provide a much more significant and reliable validation of the methodology,...
The main features of the Reinforced Concrete (RC) building stock that was struck by the Emilia 2012 ...
The study analyses the data related to a database of 7597 private Reinforced Concrete buildings loca...
The study of the structural behaviour of damaged RC buildings during ground motion is a fundamental ...
The simplified mechanical method POST (PushOver on Shear Type models) for seismic vulnerability asse...
A damage scenario on a database of Reinforced Concrete (RC) buildings subjected to the 6th April 200...
Methods for seismic vulnerability assessment are a fundamentally important tool for the identificati...
The need to quickly and accurately estimate the number of involved people, dead and the injured, mis...
The development of analytical methodologies for seismic vulnerability assessment and damage predicti...
A simplified analytical method for the seismic vulnerability assessment of Reinforced Concrete buil...
Among natural hazards, earthquakes are certainly paramount due to the lack of possibility to predict...
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
A simplified analytical method for the seismic vulnerability assessment of reinforced concrete build...
The main features of the Reinforced Concrete (RC) building stock that was struck by the Emilia 2012 ...
The study analyses the data related to a database of 7597 private Reinforced Concrete buildings loca...
The study of the structural behaviour of damaged RC buildings during ground motion is a fundamental ...
The simplified mechanical method POST (PushOver on Shear Type models) for seismic vulnerability asse...
A damage scenario on a database of Reinforced Concrete (RC) buildings subjected to the 6th April 200...
Methods for seismic vulnerability assessment are a fundamentally important tool for the identificati...
The need to quickly and accurately estimate the number of involved people, dead and the injured, mis...
The development of analytical methodologies for seismic vulnerability assessment and damage predicti...
A simplified analytical method for the seismic vulnerability assessment of Reinforced Concrete buil...
Among natural hazards, earthquakes are certainly paramount due to the lack of possibility to predict...
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
A simplified analytical method for the seismic vulnerability assessment of reinforced concrete build...
The main features of the Reinforced Concrete (RC) building stock that was struck by the Emilia 2012 ...
The study analyses the data related to a database of 7597 private Reinforced Concrete buildings loca...
The study of the structural behaviour of damaged RC buildings during ground motion is a fundamental ...