Building reparability after an earthquake is a cent ral issue for a sustainable engineering. Effective policies concerning building reparability should account for building Initial Performance (IP) before an earthq uake and of Performance Loss (PL) due to seismic damage, proper ly accounting of repair/strengthening costs. This p aper presents a pushover based procedure for evaluating IP and PL and demonstrates its usability by means o f a case study for an RC building. Moreover, preliminary estimatio n of damage-dependent reparation costs for the case study building shows the possibility of associating PL th resholds to reparability limit states
After an earthquake, a detailed assessment of the residual capacity of damaged buildings is critical...
After catastrophic seismic events, the definition of reconstruction process strategies is a cru-cial...
In (FEMA 308 in Repair of earthquake damaged concrete and masonry wall buildings, Prepared by ATC fo...
Building reparability after an earthquake is a cent ral issue for a sustainable engineering. Effecti...
Tools for assessing building reparability via the estimation of expected performance loss (PL) and a...
One of the most controversial problem in the aftermath of damaging earthquakes is the lack of agree...
In the aftermath of damaging events, agreed and transparent policies should establish acceptable lev...
In the aftermath of damaging events, agreed and transparent policies should establish acceptable lev...
Decisions on reparability for damaged buildings after an earthquake are often con-troversial, and th...
Seismic behavior of damaged buildings may be expressed as a function of their REsidual Capacity (REC...
[[abstract]]This work assesses seismic damage to a reinforced concrete (RC) building using a simplif...
Seismic behavior of damaged buildings may be expressed as a function of their REsidual Capacity (REC...
Recent seismic events confirmed the high vulnerability of existing buildings and highligh...
Seismic behavior of damaged buildings may be expressed as a function of their REsidual Capacity (REC...
After an earthquake, a detailed assessment of the residual capacity of damaged buildings is critical...
After catastrophic seismic events, the definition of reconstruction process strategies is a cru-cial...
In (FEMA 308 in Repair of earthquake damaged concrete and masonry wall buildings, Prepared by ATC fo...
Building reparability after an earthquake is a cent ral issue for a sustainable engineering. Effecti...
Tools for assessing building reparability via the estimation of expected performance loss (PL) and a...
One of the most controversial problem in the aftermath of damaging earthquakes is the lack of agree...
In the aftermath of damaging events, agreed and transparent policies should establish acceptable lev...
In the aftermath of damaging events, agreed and transparent policies should establish acceptable lev...
Decisions on reparability for damaged buildings after an earthquake are often con-troversial, and th...
Seismic behavior of damaged buildings may be expressed as a function of their REsidual Capacity (REC...
[[abstract]]This work assesses seismic damage to a reinforced concrete (RC) building using a simplif...
Seismic behavior of damaged buildings may be expressed as a function of their REsidual Capacity (REC...
Recent seismic events confirmed the high vulnerability of existing buildings and highligh...
Seismic behavior of damaged buildings may be expressed as a function of their REsidual Capacity (REC...
After an earthquake, a detailed assessment of the residual capacity of damaged buildings is critical...
After catastrophic seismic events, the definition of reconstruction process strategies is a cru-cial...
In (FEMA 308 in Repair of earthquake damaged concrete and masonry wall buildings, Prepared by ATC fo...