#7752. Effect of loading methods on progressive collapse behavior of RC beam-slab substructures under corner column removal scenario

October 2026publication date
Proposal available till 24-05-2025
4 total number of authors per manuscript0 $

The title of the journal is available only for the authors who have already paid for
Journal’s subject area:
Architecture;
Building and Construction;
Safety, Risk, Reliability and Quality;
Civil and Structural Engineering;
Mechanics of Materials;
Places in the authors’ list:
place 1place 2place 3place 4
FreeFreeFreeFree
2510 $1340 $1170 $1000 $
Contract7752.1 Contract7752.2 Contract7752.3 Contract7752.4
1 place - free (for sale)
2 place - free (for sale)
3 place - free (for sale)
4 place - free (for sale)

Abstract:
In this paper, high-fidelity finite element (FE) models were developed to investigate the behavior of reinforced concrete (RC) beam-slab substructures to resist progressive collapse under a corner column removal scenario. The numerical models were validated by test results.
Keywords:
Corner column removal; Load transfer mechanism; Loading method; Progressive collapse

Contacts :
0