In order to assess the robustness of a building structure to progressive collapse, the removal
of a structural key component is utilized. For a steel moment-resisting frame under a column …

A static push-down analysis is conducted experimentally using a 1/3 scale one-story bare
steel moment frame substructure in this study. The objectives of this test include:(1) …

The study investigates the progressive collapse resisting capacity of earthquake-resistant
steel moment-resisting frames subjected to column failure. The aim is to investigate whether …

In this study the progressive collapse-resisting capacity of steel moment resisting frames
was investigated using alternate path methods recommended in the GSA and DoD …

This paper presents a simplified model to evaluate progressive collapse response of steel
beam–column substructures in a midspan column removal scenario. The model accounts for …

Most of the approaches to the progressive collapse analysis of steel frames have focused so
far on computational methods which try to capture the solution of the system responding to …

The progressive collapse phenomenon in structures has been interested by civil engineers
and the building standards organizations. This is particularly true for the tall and special …

This paper deals with the progressive collapse analysis of a tall steel frame following the
removal of a corner column according to the alternate load path approach. Several analysis …

A finite-element modeling study on the progressive collapse of steel moment-resisting
frames under column removal scenarios is presented. Different parameters, such as location …

Steel-concrete composite slabs are widely adopted in steel frame buildings as the gravity
load resisting system. So far, the progressive collapse resistance of this type of structure is …