Lessons Learned on Improving Resistance of Buildings to Terrorist Attacks

Author:

Corley W. Gene1

Affiliation:

1. Senior Vice President, Construction Technology Laboratories, Inc., 5400 Old Orchard Rd., Skokie, IL 60077; Leader, FEMA and SEI/ASCE Building Performance Study Team for the World Trade Center.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference9 articles.

1. American Concrete Institute (ACI). (1971). “Building code requirements for structural concrete.” ACI 318-91 ACI Committee 318 Detroit.

2. British Standards Institution (BSI). (1972). “The structural use of concrete CP110. Part I—Design materials and workmanship.” London.

3. Federal Emergency Management Agency (FEMA). (1994). National Earthquake Hazards Reduction Program Recommended Provisions for Seismic Regulations for New Buildings “Part 1: Provisions ” Building Seismic Safety Council Washington D.C.

4. Federal Emergency Management Agency (FEMA). (1996). “The Oklahoma City bombing: Improving building performance through multihazard mitigation ” Building Performance Assessment Team Rep. 277 Washington D.C.

5. Corley W. G. Smith R. G. and Colarusso L. J. (2001). “Structural integrity and the Oklahoma City Bombing.” Conc. Constr. 46(12) 29–30.

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