Survey of Window Retrofit Solutions for Blast Mitigation

Author:

Lin Lorraine H.1,Hinman Eve2,Stone Hollice F.1,Roberts Allison M.3

Affiliation:

1. Project Manager, Hinman Consulting Engineers, 1 Bush St., Suite 510, San Francisco, CA 94104.

2. Principal, Hinman Consulting Engineers, 1 Bush St., Suite 510, San Francisco, CA 94104.

3. Design Engineer, Hinman Consulting Engineers, 1 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

Reference17 articles.

1. Applied Research Associates for the GSA. (2002). Window glazing analysis response and design (WINGARD) manual; v.3.1.5 Vicksburg Miss.

2. Biggs J. M. (1964). Introduction to structural dynamics McGraw-Hill New York.

3. Department of the Army. (1990). “Structures to resist the effects of accidental explosions.” Army TM5-1300 Navy NAVFAC P-397 AFR 88-2 . Washington D.C. Departments of the Army Navy and Air Force.

4. Department of the Army U.S. Army Corps of Engineers. (1999). “Window retrofit using fragment retention film with catcher bar system.” Technical Letter No. 1110-3-5-1 Washington DC.

5. GlassLock. (2000). “Glass & glazing.” GlassLock website 〈http://www.glasslock.com/glasstypes.htm〉

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