Progressive collapse, abnormal loads, and building codes

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ConferenceProceedings ASCE National Meeting on Structural Engineering: 1972-04, Cleveland, Ohio, U.S.A.
Pages2147; # of pages: 27
Subjectprogressive collapse; impact loads; building codes; explosions; structural design; Codes & guides; ecroulement en chaine; force d'impact; code du batiment; explosion accidentelle; methode de calcul des constructions
AbstractThe partial collapse of the Ronan Point high-rise apartment building in England in 1968 showed, most dramatically, the need for a new consideration in structural design-resistance to progressive collapse initiated by local failure due to abnormal loads. In this paper examples will be discussed of progressive collapses that have occurred in the past and of abnormal loads which can initiate progressive collapse. Some statistics are also included based on a study of news reports. This information provides a rough measure of existing situations susceptible to progressive collapse. Building Code provisions on progressive collapse will also be reviewed briefly. The difficult problem of how to design or analyze structures for progressive collapse will, however, not be discussed.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number13658
NPARC number20374022
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Record identifier3415baa7-5d26-4dc2-9761-36f882596403
Record created2012-07-23
Record modified2016-05-09
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