Progressive Analysis Procedure for Progressive Collapse

Author:

Marjanishvili S. M.1

Affiliation:

1. Hinman Consulting Engineers, Inc., One Bush St., Suite 510, San Francisco, CA 94104.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. ASCE. (2002). “Minimum design loads for buildings and other structures.” American Society of Civil Engineers publication (note revision of 7-98 does not include building security or antiterrorism but covers all natural hazards) ISBN: 0-7844-0624-3.

2. Clough R. W. and Penzien J. (1993). Dynamics of structures 2nd Ed. McGraw-Hill New York.

3. Corley W. G. (2002). “Applicability of seismic design in mitigating progressive collapse.” National Workshop on Prevention of Progressive Collapse in Rosemont Ill Multihazard Mitigation Council of the National Institute of Building Sciences Washington D.C.

4. Department of Defense (DoD). (2002). “Unified facilities criteria (UFC) DoD minimum antiterrorism standards for buildings.” Department of Defense UFC 4-010-01 U.S. Army Corps of Engineering Washington D.C. 31.

5. Dusenberry D. O. (2002). “Review of existing guidelines and provisions related to progressive collapse.” National Workshop on Prevention of Progressive Collapse in Rosemont Ill Multihazard Mitigation Council of the National Institute of Building Sciences Washington D.C.

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