A buildings stock of 12,016 Reinforced Concrete (RC) buildings is investigated to propose vulnerability, fragility, and loss curves, as well as an Expected Annual Loss (EAL) assessment. The buildings data are collected within Da.D.O. database, considering the observed damage due to L’Aquila earthquake (2009). The adopted methodology allows us to add undamaged and not-surveyed buildings, not included within the database, by considering the typological distribution of two different reference municipalities. The obtained results highlight that the completed database allows a more reliable seismic risk assessment, even if resulting EAL is poorly influenced by reference municipality assumed for undamaged buildings estimation
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
The topic of seismic loss assessment not only incorporates many aspects of the earthquake engineerin...
After recent seismic events, many information are made available about the seismic vulnerability of ...
A buildings stock of 12,016 Reinforced Concrete (RC) buildings is investigated to propose vulnerabil...
The study analyses the data related to a database of 7597 private Reinforced Concrete buildings loca...
Earthquakes are the most destructive natural disaster causing lot of casualties, injuries and econom...
A simplified analytical method for the seismic vulnerability assessment of Reinforced Concrete buil...
In this study a seismic risk analysis of masonry buildings based on damage data of L’Aquila 2009 ear...
A set of about 25,000 residential reinforced concrete (RC) buildings has been investigated in this s...
In the present economy, seismic loss estimation is extremely important for planning civil protection...
In this paper, empirical fragility curves for reinforced concrete buildings are derived, based on po...
This paper presents the derivation of empirical fragility curves for the residential reinforced conc...
A simplified analytical method for the seismic vulnerability assessment of reinforced concrete build...
Performance of reinforced concrete frame buildings depends on seismic hazard of the region and vulne...
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
The topic of seismic loss assessment not only incorporates many aspects of the earthquake engineerin...
After recent seismic events, many information are made available about the seismic vulnerability of ...
A buildings stock of 12,016 Reinforced Concrete (RC) buildings is investigated to propose vulnerabil...
The study analyses the data related to a database of 7597 private Reinforced Concrete buildings loca...
Earthquakes are the most destructive natural disaster causing lot of casualties, injuries and econom...
A simplified analytical method for the seismic vulnerability assessment of Reinforced Concrete buil...
In this study a seismic risk analysis of masonry buildings based on damage data of L’Aquila 2009 ear...
A set of about 25,000 residential reinforced concrete (RC) buildings has been investigated in this s...
In the present economy, seismic loss estimation is extremely important for planning civil protection...
In this paper, empirical fragility curves for reinforced concrete buildings are derived, based on po...
This paper presents the derivation of empirical fragility curves for the residential reinforced conc...
A simplified analytical method for the seismic vulnerability assessment of reinforced concrete build...
Performance of reinforced concrete frame buildings depends on seismic hazard of the region and vulne...
A damage scenario based on observational data collected in L’Aquila Municipality after the 6th April...
The topic of seismic loss assessment not only incorporates many aspects of the earthquake engineerin...
After recent seismic events, many information are made available about the seismic vulnerability of ...