TECHNICAL PAPERS
Sep 1, 2006

Design of Window Glass for Lateral Pressures

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Publication: Journal of Architectural Engineering
Volume 12, Issue 3

Abstract

ASTM Standard E 1300-04 (“Standard practice for determining load resistance of glass in buildings”) outlines procedures for determining the strength of window glass products when the glass is subjected to uniform lateral pressure. This standard practice addresses each of the commonly used window glass products (monolithic glass, laminated glass, and insulating glass) that are fabricated from annealed, heat strengthened, and fully tempered glass plates, used singly or in combination. The procedures are based on principles of structural mechanics, are thorough, and are presented in clear and concise terms. Analyses of the basis for and the scope of these procedures lead to two interesting observations. First, the procedures are based on a very conservative definition of glass strength, and, second, the procedures encompass certain technical refinements, design conditions, and product configurations that are outside of practical application, thus making the procedures appear overly complex to the user. Recommendations are offered for taking advantage of the inherent conservatism and discerning perspectives to make the procedures simpler and more practical.

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References

ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05, Reston, Va.
ASTM. (2001). “Standard specification for flat glass.” ASTM C 1036-01, West Conshohocken, Pa.
ASTM. (2004a). “Standard practice for determining the load resistance of glass in buildings.” ASTM E 1300-04, West Conshohocken, Pa.
ASTM. (2004b). “Standard specification for heat-treated flat glass-kind heat strengthened, kind fully tempered coated and uncoated glass.” ASTM C 1048-04, West Conshohocken, Pa.
ASTM. (2006). “Standard terminology of building constructions.” ASTM E 631-06, West Conshohocken, Pa.
Beason, W. L., and Morgan, J. R. (1984). “Glass failure prediction model.” J. Struct. Eng., 110(2), 197–212.
Behr, R. A., Minor, J. E., and Norville, H. S. (1993). “The structural behavior of architectural laminated glass.” J. Struct. Eng., 119(1), 202–222.
Brown, W. G. (1974). “A practicable formulation for the strength of glass and its special application to large plates.” Pub. No. NRC 14372, National Research Council of Canada, Ottawa.
Minor, J. E., and Reznik, P. L. (1990). “Failure strengths of laminated glass.” J. Struct. Eng., 116(4), 1030–1039.
Norville, H. S., and Minor, J. E. (1985). “The strength of weathered window glass.” Am. Ceram. Soc. Bull., 64(11), 1467–1470.
Norville, H. S., and Minor, J. E. (2000). “Simplified window glass design procedure.” J. Archit. Eng., 6(4), 105–115.
Vallabhan, C. V. G., and Chou, G. D. (1986). “Interactive nonlinear analysis of insulating glass units.” J. Struct. Eng., 112(6), 1313–1326.

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Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 12Issue 3September 2006
Pages: 116 - 121

History

Received: May 10, 2004
Accepted: Aug 6, 2004
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

Affiliations

Joseph E. Minor, F.ASCE
P.E.
Research Professor, Graduate Center for Materials Research, Univ. of Missouri-Rolla, P.O. Box 603, Rockport, TX 78381 (corresponding author). E-mail: [email protected]
H. Scott Norville, M.ASCE
P.E.
Professor and Chairman, Dept. of Civil Engineering, Texas Tech Univ., Lubbock, TX 79409.

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