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Modelling Progressive Collapse in Steel Structures

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Figure

Figure 1.1 Progressive collapse of masonry arch bridge over the River Loire (Heyman, 1982)
Figure 2.1 (a) Ronan Point apartment tower after collapse and (b) layout of apartment 90
Figure 2.5 Procedure for reducing the risk of progressive collapse (Leyendecker and Ellingwood, 1977)
Figure 2.6 (a) Plan and (b) north elevation of the Murrah Building, showing the transfer girder,
+7

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Outline

US design codes x L INEAR STATIC PROGRESSIVE COLLAPSE ANALYSIS N ONLINEAR DYNAMIC PROGRESSIVE COLLAPSE ANALYSIS D ESCRIPTION OF THE SELECTED STRUCTURE P ERIPHERAL COLUMN REMOVAL R ESULTS E CONOMIC C ONSEQUENCES CO 2 emissions

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