Journal of Structural Fire Engineering: Volume 10 Issue 1

Numerical analysis on circular concrete-filled tubular columns subjected to fire

Tiago A. de C. Pires, João Paulo C. Rodrigues, Jose J.R. Silva

Nowadays, circular concrete-filled tubular (CFT) columns are largely used in construction because of structural and architectural advantages such as high load bearing capacity and…

Effectiveness of damaged fireproofing in structural steel members subjected to fire

Ataollah Taghipour Anvari, Mustafa Mahamid, Michael McNallan, Mohammadreza Eslami

The purpose of this paper is to present the effect of damaged fireproofing on structural steel members. This study will show that a minor damage in fireproofing will reduce the…

Linear and non-linear analysis on two-dimensional steel frame under different temperatures

Parthasarathi N., Satyanarayanan K.S., Prakash M., Thamilarasu V.

Progressive collapse because of high temperatures arising from an explosion, vehicle impact or fire is an important issue for structural failure in high-rise buildings.

Flexural behavior of fire-damaged reinforced concrete beams repaired with high-strength fiber reinforced mortar

Muhd Afiq Hizami Abdullah, Mohd Zulham Affandi Mohd Zahid, Afizah Ayob, Khairunnisa Muhamad

The purpose of this study is to investigate the effect on flexural strength of fire-damaged concrete repaired with high-strength mortar (HSM).

Mechanical integrity of gas turbine enclosure doors under fire test conditions for A0 fire rating

Prabhakar Sathujoda, Paul Arnell, Andrew Deans

As fire doors are passive fire protection parts, the doors have to be certified through standard fire tests. It is usual practice to perform the standard fire testing on the…

Assessment of mechanical strength of nano silica concrete (NSC) subjected to elevated temperatures

Hala Mohamed Elkady, Ahmed M. Yasien, Mohamed S. Elfeky, Mohamed E. Serag

This paper aims to inspect the effect of indirect elevated temperature on the mechanical performance of nano silica concrete (NSC). The effect on both compressive and bond…

Linear analysis of a three-dimensional multistorey steel-frame structure under varying temperatures

Parthasarathi N., Satyanarayanan K.S., Thamilarau V., Prakash M.

The purpose of this study is progressive collapse behavior in buildings. It occurs due to removal/damage of a column by fire, blast or vehicle impact.