Investigating the effect of prior damage on the post-earthquake fire resistance of reinforced concrete portal frames
Post-earthquake fire (PEF) can lead to a rapid collapse of buildings that have been partially
damaged as a result of a prior earthquake. Almost all standards and codes for the design of …
damaged as a result of a prior earthquake. Almost all standards and codes for the design of …
Performance of reinforced concrete structures subjected to fire following earthquake
Fire following earthquake (FFE) is a serious threat to structures that are partially damaged in
a prior earthquake potentially leading to a quick collapse of the structure. The majority of …
a prior earthquake potentially leading to a quick collapse of the structure. The majority of …
Methodology for investigating the behavior of reinforced concrete structures subjected to post earthquake fire
Post earthquake fire (PEF) can lead to the collapse of buildings that are partially damaged in
a prior ground-motion that occurred immediately before the fire. The majority of standards …
a prior ground-motion that occurred immediately before the fire. The majority of standards …
Plastic hinge relocation in reinforced concrete frames as a method of improving post-earthquake fire resistance
Post-earthquake fire (PEF) presents a risky situation to buildings that have been partially
damaged in a prior earthquake, particularly in urban areas. As most standards ignore the …
damaged in a prior earthquake, particularly in urban areas. As most standards ignore the …
Numerical evaluation of the post-earthquake fire resistance of CFRP-strengthened reinforced concrete joints based on experimental observations
This article describes experimental and numerical studies on the structural resistance of two
reinforced concrete beam-column joints. While both specimens are of similar configurations …
reinforced concrete beam-column joints. While both specimens are of similar configurations …
An engineering solution to improve post-earthquake fire resistance in important reinforced concrete structures
An investigation based on sequential analysis is performed here on the Immediate
Occupancy performance level of important structures designed to the ACI 318–08 code after …
Occupancy performance level of important structures designed to the ACI 318–08 code after …
Post‐earthquake fire resistance of CFRP strengthened reinforced concrete structures
Post‐earthquake fire (PEF) presents a high risk to buildings that have been partially
damaged in a prior earthquake, particularly in urban areas. As most standards and criteria …
damaged in a prior earthquake, particularly in urban areas. As most standards and criteria …
A study on the effect of sequential post-earthquake fire on the performance of reinforced concrete structures
B Behnam, H Reza Ronagh - International Journal of Structural …, 2014 - emerald.com
Purpose–Post-earthquake fire (PEF) can lead to a rapid collapse of structures partially
damaged by earthquake. As there is almost no established PEF provisions by codes and …
damaged by earthquake. As there is almost no established PEF provisions by codes and …
Performance-based vulnerability assessment of multi-story reinforced concrete structures exposed to pre-and post-earthquake fire
Post-earthquake fire can potentially bring about much more damage than the earthquake
itself. Performing a vulnerability assessment for a structure that has already sustained …
itself. Performing a vulnerability assessment for a structure that has already sustained …
Firewalls and post-earthquake fire resistance of reinforced-concrete frames
Post-earthquake fire (PEF) contributes significantly to loss of life and property following large
earthquakes in urban regions. In the absence of adequate PEF provisions in the codes and …
earthquakes in urban regions. In the absence of adequate PEF provisions in the codes and …