Can Strengthening for Earthquake Improve Blast and Progressive Collapse Resistance?

Author:

Hayes John R.12345,Woodson Stanley C.12345,Pekelnicky Robert G.12345,Poland Chris D.12345,Corley W. Gene12345,Sozen Mete12345

Affiliation:

1. Structural Engineer, U.S. Army Engineer Research and Development Center, ATTN: CEERD-CF-M, 2902 Newmark Drive, Champaign, IL 61822-1076.

2. Structural Engineer, U.S. Army Engineer Research and Development Center, ATTN: CEERD-GS-R, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199.

3. Structural Engineer, Degenkolb Engineers, 225 Bush Street, Suite 1000, San Francisco, CA 94104.

4. Structural Engineer and CEO, Degenkolb Engineers, 225 Bush Street, Suite 1000, San Francisco, CA 94104.

5. Senior Vice President, Construction Technology Laboratories, 5420 Old Orchard Road, Skokie, IL 60077-1030.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. American Concrete Institute (ACI). (1971). “Building code requirements for reinforced concrete.” ACI 318-71 Detroit.

2. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 Farmington Hills Mich.

3. ASCE. (2002). “Seismic evaluation of existing buildings.” ASCE 31-02 Reston Va.

4. Department of Defense (DoD). (1998). “Design and analysis of hardened structures to conventional weapons effects ” Army TM 5-855-1 Air Force AFPAM 32-1147(I) Navy NAVFAC P-1080 DSWA DAHSCWEMAN-97 Washington D.C.

5. Federal Emergency Management Agency (FEMA). (1996). “The Oklahoma City bombing: Improving building performance through multi-hazard mitigation ” FEMA 277 Washington D.C.

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