Until recently, the progression and time of collapse of structures has not been a primary objective of thestructural engineering profession. However, such events are likely to be of major interest in high rise building situationswhere a fire-initiated failure takes place, or where a controlled demolition is to be implemented. The paper attempts toshed light on this problem and to develop velocity profiles during a collapse event, also potentially important, especiallyin built-up areas. Because of the complex nature of both the structural system and the process of collapse, analysismethods need to be simplistic, which are yet realistic and are easily understood by designers and code writers of the natureand cause of a building collapse. The objective of this paper is to shed light on this problem by employing the most basicequations of Newton’s laws of motion. A formulation of the problem of a building frame of N stories, subjected only togravity loading is postulated that involves an analysis employing a generic one-dimensional discrete model of progressivecollapse. The supporting elements within its nth story are suddenly degraded by whatever cause, with the velocity andtime steps calculated. Several design scenarios are presented for the columns with prescribed energy dissipation propertiesascertained at any level, thus allowing the motion to be determined in accordance with the known equations of energy andmomentum. An example 10-story structure is proposed to illustrate the method, in which the column designs, utilizingsquare hollow sections and W-shapes, are governed by a combination of dead, live and wind loads. For the 6 designspostulated involving tubular columns alone, and with sequential removal of columns in each of the 10 stories, it was foundthat progressive collapse was arrested in 90% for such hypothetical scenarios. For the other 10%, global collapse timesexceeded that of free-fall by 57 to 228%.
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