Authors :
Md. Zikurul Islam; Nayeema Rashid
Volume/Issue :
Volume 11 - 2026, Issue 3 - March
Google Scholar :
https://tinyurl.com/2dc5589p
Scribd :
https://tinyurl.com/mpj6pvxx
DOI :
https://doi.org/10.38124/ijisrt/26mar1886
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
Steel-framed buildings are essential to Bangladesh's socioeconomic development because of its greater flexibility
and long spanning capabilities. However, the fire safety of steel buildings receives very little attention. This study aims to
improve knowledge of fire safety conditions in the steel industry due to the absence of fire risk assessment. This study
demonstrated steel's ability to withstand fire at 816°C for at least 30 minutes using software analysis. In order to visualize
the real safety conditions in steel buildings, a field assessment was also carried out on twenty-five steel buildings in Dhaka,
Gazipur, Savar, and Naraynganj. This study creates a fire risk index for each steel building after examining the survey
data. This study creates a fire risk index for each steel building on a scale of 0 to 4 after evaluating the survey data. The
average FRI of 2.46 indicates that most buildings have inadequate fire safety. The FRI values show significant departures
from the Bangladesh National Building Code's (BNBC-2006) minimum fire safety criteria. It is recommended that
authorities monitor and enforce regulations more strictly and raise awareness in order to improve safety conditions and
practices among steel building users.
Keywords :
Steel Structure, Fire Risk Index, Fire Safety, Fire Hazard, Fire Safety Index, Awareness.
References :
- Franssen, J. M., Kodur, V., & Zaharia, R. (Eds.). (2009). Designing steel structures for fire safety. CRc Press.
- Collette K., (2007), Comparisons of Structural Designs in Fire Collette, A Thesis Submitted to the Faculty of the Worcester Polytechnic Institute in partial fulfillment of the requirements for the Degree of Master of Science Fire Protection Engineering
- Chikanya G., (2016), The Design and Analysis of Steel Structures Under Fire, A Thesis Submitted to the The School of Built Environment and Architecture of London South Bank University in partial fulfillment of the requirements for the Degree of Master of Science Fire Protection Engineering
- Lucherini, A., Costa, R. I., Giuliani, L., & Jomaas, G. (2016). Experimental study of the behaviour of steel structures protected by different intumescent coatings and exposed to various fire scenarios (Doctoral dissertation, A. Lucherini).
- Islam, F. S., Alam, M. M. I., & Barua, S. Investigation on the uses of steel as a sustainable construction material in Bangladesh. International Journal of Scientific Engineering and Applied Science (IJSEAS) – Volume-2, Issue-1, January 2016
- Islam M. and Ali R., (2007), Fire Protection of Steel Structure: An Overall Review, Department of Civil & Structural Engineering, Bangladesh University of Engineering & Technology.
- Gohil A, (2010), Fire resistance of Steel Structure, A Thesis Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Master of Science Fire Protection Engineering
- Wadud, Z., Huda, F. Y., & Ahmed, N. U. (2014). Assessment of fire risk in the readymade garment industry in Dhaka, Bangladesh. Fire Technology, 50, 1127-1145.
- Alam, M. J. B., & Baroi, G. N. (2004). Fire hazard categorization and risk assessment for Dhaka city in GIS framework. Journal of civil engineering (IEB), 32(1), 35-45.
- Wald, F., Da Silva, L. S., Moore, D. B., Lennon, T., Chladna, M., Santiago, A., ... & Borges, L. (2006). Experimental behaviour of a steel structure under natural fire. Fire Safety Journal, 41(7), 509-522.
- Li, G. Q., & Jiang, S. C. (1999). Prediction to nonlinear behavior of steel frames subjected to fire. Fire safety journal, 32(4), 347-368.
- Wang, J., & Wang, G. (2014). Influences of montmorillonite on fire protection, water and corrosion resistance of waterborne intumescent fire-retardant coating for steel structure. Surface and Coatings Technology, 239, 177-184.
- Liu, T. C. H., Fahad, M. K., & Davies, J. M. (2002). Experimental investigation of behaviour of axially restrained steel beams in fire. Journal of Constructional Steel Research, 58(9), 1211-1230.
- Franssen, J. M. (2005). SAFIR: A thermal/structural program for modeling structures under fire. Engineering Journal, 42(3).
- Bailey, C. G., White, D. S., & Moore, D. B. (2000). The tensile membrane action of unrestrained composite slabs simulated under fire conditions. Engineering Structures, 22(12), 1583-1595.
Steel-framed buildings are essential to Bangladesh's socioeconomic development because of its greater flexibility
and long spanning capabilities. However, the fire safety of steel buildings receives very little attention. This study aims to
improve knowledge of fire safety conditions in the steel industry due to the absence of fire risk assessment. This study
demonstrated steel's ability to withstand fire at 816°C for at least 30 minutes using software analysis. In order to visualize
the real safety conditions in steel buildings, a field assessment was also carried out on twenty-five steel buildings in Dhaka,
Gazipur, Savar, and Naraynganj. This study creates a fire risk index for each steel building after examining the survey
data. This study creates a fire risk index for each steel building on a scale of 0 to 4 after evaluating the survey data. The
average FRI of 2.46 indicates that most buildings have inadequate fire safety. The FRI values show significant departures
from the Bangladesh National Building Code's (BNBC-2006) minimum fire safety criteria. It is recommended that
authorities monitor and enforce regulations more strictly and raise awareness in order to improve safety conditions and
practices among steel building users.
Keywords :
Steel Structure, Fire Risk Index, Fire Safety, Fire Hazard, Fire Safety Index, Awareness.