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Advisor(s)
Abstract(s)
Despite that, an earthquake’s occurrence can lead to dramatic effects with significant damage in urban areas,
including human and material losses. Fire after an earthquake amplifies the overall impact and becomes a
catastrophic event. Most constructions in Algeria are made of reinforced concrete, and current regulations
overlook fires after earthquakes. Structural designs are inadequate to handle such events. This study aims to
investigate the behaviour of 3D reinforced concrete frames, as part of a residential building, designed according
to internal codes, CBA93 and RPA99 v2003. This 3D RC structure is exposed to several load levels of its vertical
load bearing capacity. The structural system is assumed to undergo seismic scenarios characterised by various
levels of story drift and damage level types. The structure is then exposed to the standard fire ISO834 model.
Numerical investigations are carried out for thermo-mechanical analysis using the finite element software
ANSYS, taking into account geometric and material non-linearities. Results highlight the significant impact of
vertical loads, story drifts, fire scenarios, and structural damage on a building’s response to fire following an
earthquake. These factors collectively influence the collapse probabilities, underlining the importance of holistic
risk assessment in structural design.
Description
Keywords
Fire Earthquake Computational Mechanics Concrete Structures
Pedagogical Context
Citation
Haouach, Ismail; Kada, Abdelhak; Lamri, Belkacem; Piloto, Paulo A.G. (2024). Fire after earthquake assessment of 3D reinforced concrete structures. Engineering Structures. ISSN 0141-0296. 319, p. 118889
Publisher
Elsevier