Abstract
A fire in a compartment results in weakness in the structural stability of elements, such as columns and beams, in a steel-framed building. In this study, to support the design of structural fire engineering in steel-framed structures, design fires, such as standard and parametric fire curves, were applied as fire sources to analytically evaluate the structural stability of a structural beam made of SS 275. The results showed that the structural stability evaluation performed by the parametric fire curve was more rational than that by the standard fire curve. Keywords: Structural Fire Engineering Design, Steel Framed Building, Standard Fire Curve, Parametric Fire Curve
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
