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contributor authorK. A. Seffen
date accessioned2017-05-08T22:41:19Z
date available2017-05-08T22:41:19Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290733-9399%282008%29134%3A2%28125%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86522
description abstractThe collapse behavior of the World Trade Center towers is considered formally as a propagating instability phenomenon. The application of associated concepts enables the residual capacities of both towers after the onset of collapse to be formally estimated. This information is combined into a simplified variable-mass collapse model of the overall dynamical behavior. The resulting, nonlinear governing equation of motion can be solved in closed form, to yield compact information about the overall collapse conditions.
publisherAmerican Society of Civil Engineers
titleProgressive Collapse of the World Trade Center: Simple Analysis
typeJournal Paper
journal volume134
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2008)134:2(125)
treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 002
contenttypeFulltext


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