by Applied Element Method | Apr 15, 2016 | Journals
Multistory steel frames are expected to provide resistance to progressive collapse following local damage or failure caused by extreme loading events. Features like ductility and continuity provide more deformation capacity and redistribution of loads so that the...
by Applied Element Method | Jan 27, 2016 | Journals
Progressive collapse is a catastrophic partial or total failure that mostly occurs when a structure lose a primary structural component or more like a column or any vertical load-resisting component. This loss could be as a result of a car accident, explosion of a...
by Applied Element Method | Dec 14, 2015 | Conferences
Capacity of multi-storey steel frame buildings to resist extreme loading may depend on the performance of beam-to-column connections. If catenary action forms, this results in large axial force demands in beams and therefore it is necessary to take into account the...
by Applied Element Method | Dec 16, 2012 | Journals
Astructure is subjected to progressive collapse when a primary vertical structural element fails, resulting in failure of adjoining structural elements which, in their turn, cause further structural failure leading eventually to partial or total collapse. The failure...
