Retrofit strategies to protect structures from blast loadingThis article is one of a selection of papers published in the Special Issue on Blast Engineering.

Author:

King Kim W.1,Wawclawczyk Johnny H.1,Ozbey Cem1

Affiliation:

1. ABS Consulting, 14607 San Pedro, Suite 215, San Antonio, TX 78232, USA.

Abstract

Structural retrofits to buildings can be implemented to increase the protection level to occupants from potential terrorist bombing attacks. Retrofit strategies discussed in this paper can be categorized into three groups: (i) strengthening concepts, (ii) shielding concepts, and (iii) concepts to control hazardous debris. Strengthening concepts such as span reduction and increasing member sections are considered in this paper for three common construction systems including steel, concrete, and masonry. Shielding concepts are intended to prevent structural members from being fully loaded by blast forces and range from local area applications to entire building coverage. Examples of shielding concepts include a new section of wall that shields a vulnerable portion of the building or a new structure built over an entire building. Examples of concepts to control hazardous debris include arresting or deflecting failed cladding away from critical areas with “catch systems” or internal shield systems. This paper is intended to discuss typical building retrofit strategies for primary structural members (load bearing) and secondary structural members (nonload bearing) through strengthening, shielding, or controlling hazardous debris.

Publisher

Canadian Science Publishing

Subject

General Environmental Science,Civil and Structural Engineering

Reference8 articles.

1. ACI. 2005. Building code requirements for structural concrete. 318–05. American Concrete Institute, Farmington Hills, Mich.

2. ACI. 2002. Design and construction of externally bonded FRP systems for strengthening concrete structures. 440.2R-02. American Concrete Institute, Farmington Hills, Mich.

3. Baker, W.E., Cox, P.A., Westine, P.S., Kulesz, J.J., and Strehlow, R.A. 1983. Explosion hazards and evaluation. Fundamental Studies in Engineering 5. Elsevier Scientific Publishing Company. New York.

4. ETL. 1999. Airblast protection retrofit for unreinforced concrete masonry walls. ETL 1110–3-494. Department of the Army, Engineering Technical Letter (ETL), U.S. Army Corps of Engineers, Washington, D.C.

5. FEMA. 1982. NEHRP handbook for seismic rehabilitation of existing building, FEMA Document 172. Federal Emergency Management Agency. Hyattville, MD.

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