Civil Engineering Association

Full Version: Best Practices for Reducing the Potential for Progressive Collapse in Buildings
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This document is intended to provide owners and practicing engineers with current “best practices” to reduce the likelihood of progressive collapse of buildings in the event of abnormal loading. The report includes a discussion of an acceptable risk approach to progressive collapse, which involves defining the threat, event control, and structural design to resist postulated event. Practical means for reducing risk for new and existing buildings are presented. An extensive review is provided of the design methods used to enhance a buildings resistance to progressive collapse. These include the indirect method (providing sufficient tie forces), the specific local resistance method (designing key elements to withstand abnormal loads), and the alternate load path method (allowing for redistribution of load in the event of the loss of a key member). Design considerations for different structural materials are summarized. The methodology for evaluating and mitigating progressive collapse potential in existing buildings is also discussed.

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Best Practices for Reducing the Potential for Progressive Collapse in Buildings - New Link

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Bruce R. Ellingwood - Georgia Institute of Technology
Robert Smilowitz - Weidlinger Associates
Donald O. Dusenberry - Simpson Gumpertz & Heger
Dat Duthinh & H.S. Lew - National Institute of Standards and Technology
Building and Fire Research Laboratory
Nicholas J. Carino - Consultant
February 2007 - PDF file - 216 pages

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