Study of Mitigation Strategies for Progressive Collapse of a Reinforced Concrete Commercial Building
Author:
Affiliation:
1. Principal, Thornton-Tomasetti, 1617 JFK Blvd., Philadelphia, PA 19107.
2. Project Engineer, Thornton-Tomasetti, 1617 JFK Blvd., Philadelphia, PA 19107.
3. Principal, Thornton-Tomasetti, 51 Madison Ave., New York, NY 10010.
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%28384%29
Reference9 articles.
1. American Concrete Institute (ACI). (2002). Building code requirements for structural concrete and commentary ACI 318-02 and ACI 318R-02 Detroit.
2. ASCE. (2002). “Minimum design loads for buildings and other structures.” ASCE 7-02 Reston Va.
3. British Standards Institution (BSI). (2001). “Structural use of steelwork in building. Part 1: Code of practice for design-rolled and welded sections.” BS 5950-1:2000 London.
4. Ettouney and DiMaggio. (1998). “Integrated study of progressive collapse in buildings.” Structural Engineering World Congress San Francisco.
5. Federal Emergency Management Agency (FEMA). (1997). “NEHRP commentary on the guidelines for the seismic rehabilitation of buildings.” FEMA-274 Washington D.C.
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