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contributor authorDenis Mitchell
contributor authorWilliam D. Cook
date accessioned2017-05-08T20:51:16Z
date available2017-05-08T20:51:16Z
date copyrightJuly 1984
date issued1984
identifier other%28asce%290733-9445%281984%29110%3A7%281513%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29350
description abstractThe response of slab structures after initial failure is investigated in order to determine a means of preventing progressive collapse. Analytical models for predicting the post‐failure response of slabs are presented and the predictions are compared with experimental results. These analytical models along with an experimental investigation enabled the development of simple design and detailing guidelines for bottom slab reinforcement which is capable of hanging the slab from the columns after initial failures due to punching shear and flexure.
publisherAmerican Society of Civil Engineers
titlePreventing Progressive Collapse of Slab Structures
typeJournal Paper
journal volume110
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1984)110:7(1513)
treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
contenttypeFulltext


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