Comparison of Various Procedures for Progressive Collapse Analysis
Author:
Affiliation:
1. Hinman Consulting Engineers, Inc., One Bush Street, Suite 510, San Francisco, CA 94104. E-mail: shalva@hce.com
2. Hinman Consulting Engineers, Inc., One Bush Street, Suite 510, San Francisco, CA 94104. E-mail: eagnew@hce.com
Publisher
American Society of Civil Engineers (ASCE)
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282006%2920%3A4%28365%29
Reference12 articles.
1. Buscemi N. and Marjanishvili S. M. (2005). “SDOF model for progressive collapse analysis.” Proc. SEI Structures Congress ASCE Reston Va.
2. Department of Defense (DoD). (2005). “Unified facilities criteria (UFC) design of buildings to resist progressive collapse.” UFC 4-023-03 DoD.
3. General Services Administration (GSA. (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects GSA.
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