How Should I Design My Blast Resistant Glazing Connections?
Publication: Structures Congress 2022
ABSTRACT
The use of blast resistant glazed facades in buildings are increasingly common. A variety of standards and reference guides exist that can be used for the design of these blast resistant glazing systems. These include documents produced by the American Society of Civil Engineers (ASCE), Unified Facilities Criteria (UFC), US Army Corps of Engineers Protective Design Center (USACE PDC), General Services Administration (GSA), and the Federal Emergency Management Agency (FEMA). While much attention in these guides is focused on static and dynamic design methods for glazing and mullions, comparatively little attention is devoted to determination of reactions on supporting elements and the design of connections and anchorages. Consequently, designers may find that guidance on reaction determination and connection safety factors or load and resistance factors is lacking. This paper will survey existing design methods to gain insight into industry standard practices for reaction calculation and safety factors. Comparisons will also be drawn to published test data to examine correlation and relationships with standard practices.
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REFERENCES
ASCE. Blast Protection of Buildings (59-11). 2011.
ASTM. ASTM E1300-16, Standard Practice for Determining Load Resistance of Glass in Buildings.
ASTM. ASTM F2248-19, Standard Practice for Specifying an Equivalent 3-Second Duration Design Loading for Blast Resistant Glazing Fabricated with Laminated Glass.
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Marchand, K., Davis, C., Sammarco, E., Bui, J., and Casper, J. “Coupled glass and structure response of conventional curtainwalls subjected to blast loads: validation tests and analysis”, Glass Struct Eng 2, 17–43, 2017.
Protective Design Center, USACE. (April 2012). “Blast-Resistant Design Methodology for Window Systems Designed Statically and Dynamically,” April 2012.
UFC (Unified Facilities Criteria). DoD Minimum Antiterrorism Standards for Buildings, UFC 4-010-01, 12 December 2018 including Change 1, 19 August 2020.
UFC (Unified Facilities Criteria). Structures to Resist the Effects of Accidental Explosions, UFC 3-340-02, 5 December 2008 including Change 2, 1 September 2014.
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Published online: Apr 18, 2022
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