Progressive collapse mechanisms of braced two-dimensional steel-framed structures,
subjected to fire heating, are investigated using a robust static–dynamic procedure …

This paper presents a comprehensive numerical study of the inelastic buckling behavior of I
and H shaped steel columns subjected to different fire scenarios. A numerical computer …

Dynamic mechanisms for progressive collapse of steel moment-resisting frames are studied
under different durations of a column removal due to different fire scenarios. Development …

When exposed to high temperatures, reinforced concrete members undergo major changes
in their properties which in turn affects their structural performance. Fire accidents in frame …

This study presents the results of one-way coupling between a fire simulation performed in
computational fluid dynamics (CFD) and the structural response in finite element (FE) …

In the years following the September 11 attacks on the World Trade Center in New York City
in 2001, numerous studies have focused on the impact of fire on building structures. The …

This paper presents the results from a 2D nonlinear analysis of a reinforced concrete frame
subjected to fire. The RC frame consists of three bays and two storeys and is exposed to …