International Journal of Engineering and Modern Technology (IJEMT )
E-ISSN 2504-8848
P-ISSN 2695-2149
VOL. 10 NO. 9 2024
DOI: 10.56201/ijemt.v10.no9.2024.pg1.18
Evaluation Of Progressive Collapse Due to Fire in High-Rise Steel Structures with Eccentrically Bracing
Mohammed Ghazi Sabri Al Sabti
Abstract
In this research, the evaluation of progressive damage due to fire in high-rise steel structures
with diverging braces has been done. For this purpose, a frame with two openings and one
floor has been selected from the reference article, and the fire scenario was implemented in
one of the openings, and the horizontal displacement of the middle of the structure and the top
of the column with the displacement values obtained from the reference article, comparison
and accuracy. was measured In the continuation of the research, 24 samples were analyzed in
3 categories. There are 15 floors in the first category of samples, 20 floors in the second
category of samples, and 25 floors in the third category of samples. In each category, the first
4 samples are without braces and the second 4 samples are with divergent braces. In each
category, the fire scenario was in the middle column of the first floor in the first sample, in the
side column of the first floor in the second sample, in the middle column of the middle floor in
the third sample, and in the side column of the middle floor in the fourth sample. The samples
were subjected to static load and fire in the desired column, and the following results were
obtained from this research.
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