Staff Members - Benha University
Seismic Design Effect on the Progressive Collapse Potential of R.C. Frames
Engineering Research Journal (ERJ), Faculty of Engineering at Shoubra, Benha University • 2019
Publication Information
Authors
24- Fouad B.A. Beshara, Ahmed A. Mahmoud, Osama O. EL Mahdy and Ahmed N. Khater
Keywords
Reinforced concrete; beam-column assemblage; progressive collapse; flexure capacity;
compression arch action.
Journal
Engineering Research Journal (ERJ), Faculty of Engineering at Shoubra, Benha University
Publisher
Not Available
Volume
7
Issue
3
Pages
1-11
publication.type
International
Paper Link
Not Available
Supplementary Materials
Not Available
Abstract
A set of analytical equations are developed for calculating the beam-column assemblage flexure
action capacity and compression arching action capacity under a middle column removal scenario.
The suggested equations covered most of the main parameters affecting the assemblage behavior
including seismic detailing, longitudinal reinforcement ratios, concrete confinement, and the
contribution of concrete flanged slabs. The proposed analytical model for predicting the flexural
and compression arching action capacities is validated with a large number of experimental results.
The model provides a good estimation for 79 beam-column assemblages with several geometrical,
reinforcement configurations, and material parameters. The mean values of the experimental to the
theoretical ratio for calculating flexure and compression arching capacities are 1.15 and 1.16,
respectively. The predictions of previous compression arch action models are found to be more
conservative. Finally, the proposed model is utilized in parametric studies including all key
parameters that affected resistance of the beam-column assemblages against progressive
collapse.
action capacity and compression arching action capacity under a middle column removal scenario.
The suggested equations covered most of the main parameters affecting the assemblage behavior
including seismic detailing, longitudinal reinforcement ratios, concrete confinement, and the
contribution of concrete flanged slabs. The proposed analytical model for predicting the flexural
and compression arching action capacities is validated with a large number of experimental results.
The model provides a good estimation for 79 beam-column assemblages with several geometrical,
reinforcement configurations, and material parameters. The mean values of the experimental to the
theoretical ratio for calculating flexure and compression arching capacities are 1.15 and 1.16,
respectively. The predictions of previous compression arch action models are found to be more
conservative. Finally, the proposed model is utilized in parametric studies including all key
parameters that affected resistance of the beam-column assemblages against progressive
collapse.