This paper presents results of a 3D performance simulation of a six-story reinforced concrete structure exposed to a fire after the shaking table test for the Kobe Earthquake 1995. The structural analysis software, SAFIR, capable of 3D simulation of building structures in fire, was employed to evaluate performance of the building under fire. The ASTM E119 standard fire was selected as the fire load for this study. In order to consider the effects of damages to the structural elements during the earthquake, degradation of material mechanical properties and heat penetration, due to cracks, were considered for the post-earthquake fire analysis. The fire was assumed to have occurred on the ground floor next to the short columns that experienced...
In the paper, there was researched sensitivity of the criteria for evaluation of seismic resistance ...
Post-earthquake fire can potentially bring about much more damage than the earthquake itself. Perfor...
The performance of reinforced concrete (RC) structural walls under individual hazards has been well ...
Purpose - Post-earthquake fire (PEF) can lead to a rapid collapse of structures partially damaged by...
Earthquakes can cause several catastrophic events and the consequences of fires in urban areas can b...
Purpose: Earthquake tremors not only increase the chances of fire ignition but also hinder the fire-...
Fire following earthquake (FFE) is a serious threat to structures that are partially damaged in a pr...
This review aims to investigate the recent advancements in the performance of earthquake-damaged rei...
This paper presents the results of a collaboration between the National Research Council of Canada (...
Large earthquakes may cause a chain of events, and one of which can be fire after an earthquake. The...
Post earthquake fire (PEF) can lead to the collapse of buildings that are partially damaged in a pri...
A study was carried out on the assessment of the residual strength and lateral/seismic load capacity...
Post-earthquake fire (PEF) is considered as one of the most problematic potentially possible disaste...
Post-earthquake fire (PEF) can lead to a rapid collapse of buildings damaged partially as a result o...
An investigation based on sequential analysis is performed here on the Immediate Occupancy performan...
In the paper, there was researched sensitivity of the criteria for evaluation of seismic resistance ...
Post-earthquake fire can potentially bring about much more damage than the earthquake itself. Perfor...
The performance of reinforced concrete (RC) structural walls under individual hazards has been well ...
Purpose - Post-earthquake fire (PEF) can lead to a rapid collapse of structures partially damaged by...
Earthquakes can cause several catastrophic events and the consequences of fires in urban areas can b...
Purpose: Earthquake tremors not only increase the chances of fire ignition but also hinder the fire-...
Fire following earthquake (FFE) is a serious threat to structures that are partially damaged in a pr...
This review aims to investigate the recent advancements in the performance of earthquake-damaged rei...
This paper presents the results of a collaboration between the National Research Council of Canada (...
Large earthquakes may cause a chain of events, and one of which can be fire after an earthquake. The...
Post earthquake fire (PEF) can lead to the collapse of buildings that are partially damaged in a pri...
A study was carried out on the assessment of the residual strength and lateral/seismic load capacity...
Post-earthquake fire (PEF) is considered as one of the most problematic potentially possible disaste...
Post-earthquake fire (PEF) can lead to a rapid collapse of buildings damaged partially as a result o...
An investigation based on sequential analysis is performed here on the Immediate Occupancy performan...
In the paper, there was researched sensitivity of the criteria for evaluation of seismic resistance ...
Post-earthquake fire can potentially bring about much more damage than the earthquake itself. Perfor...
The performance of reinforced concrete (RC) structural walls under individual hazards has been well ...