TECHNICAL PAPERS
Sep 1, 2006

Curtain Wall Designs for Wind and Blast: Three Case Studies

Publication: Journal of Architectural Engineering
Volume 12, Issue 3

Abstract

Current design for curtain walls subjected to wind, wind-borne debris, and blast contain relatively new structural requirements for the curtain wall designer to address. These new criteria are defined and discussed in application to three case studies of curtain wall systems. The case studies illustrate the impact of these criteria on modern curtain wall designs and offer conclusions regarding the process and impact of designing curtain walls to current standards. It is concluded that projects in hurricane regions require fairly stout deigns and can withstand moderate blast loads. Wind tunnel testing remains a viable option to define design load criteria. Even low-rise building projects in high-velocity wind zones can benefit from wind tunnel modeling due to more precise and often reduced design pressures.

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References

American Architectural Manufacturers Association (AAMA). (1996). Aluminum curtain wall design guide manual, CW-DG-1-96, Des Plains, Ill.
ASCE. (2003). “Minimum design loads for buildings and other structures.” ASCE 7-02, Reston, Va.
ASTM. (2003a). “Standard practice for specifying an equivalent 3-second duration design loading for blast resistant glazing fabricated with laminated glass.” ASTM F 2248-03, West Conshohocken, Pa.
ASTM. (2003b). “Standard specification for performance of exterior windows, glazed curtain walls, doors and storm shutters impacted by windborne debris is hurricanes.” ASTM E 1996-02, West Conshohocken, Pa.
ASTM. (2003c). “Standard test method for performance of exterior windows, glazed curtain walls, doors and storm shutters impacted by missile(s) and exposed to cyclic pressure differentials.” ASTM E 1886-02, West Conshohocken, Pa.
ASTM. (2004). “Standard practice for determining the load resistance of glass in buildings.” ASTM E 1300-04, West Conshohocken, Pa.
Hattis, D. B. (2006). “Standards governing glazing design in hurricane regions.” J. Archit. Eng., 12(3), 108-115.
International Code Council (ICC). (2003). International Building Code, Falls Church, Va.
Minor, J. E., and Norville, H. S. (2006). “Design of window glass for lateral pressures.” J. Archit. Eng., 12(3), 116-121.
Norville, H. S., and Conrath, E. J. (2006). “Blast-resistant glazing design.” J. Archit. Eng., 12(3), 129-136.

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Published In

Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 12Issue 3September 2006
Pages: 150 - 155

History

Received: Mar 31, 2004
Accepted: Oct 22, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

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Charles D. Clift, F.ASCE
President, CDC Inc., 7502 Greenville Ave., Suite 800, Dallas, TX 75231. E-mail: [email protected]

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