Simplified window glass design procedure

Journal of Architectural Engineering

Volumn 6, Issue 4, 2000, Pages 105-115

  Norville, H Scott ^a   Minor, Joseph E ^b  

^a TEXAS TECH UNIVERSITY   (United States)

^b MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; FAILURE ANALYSIS; GLASS; STRENGTH OF MATERIALS; WINDOWS;

SIMPLIFIED WINDOW GLASS DESIGN PROCEDURES (SWGDP);

ARCHITECTURAL DESIGN;

EID: 0034538319     PISSN: 10760431     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1076-0431(2000)6:4(105)     Document Type: Article

References (8)

1. ASCE. (2000). Minimum design loads for buildings and other structures, ASCE 7-98, Reston, Va.
2. ASTM. (1998). "Standard practice for determining the load resistance of glass in buildings." E 1300-98, West Conshohocken, Pa.
3. Behr, R. A., Minor, J. E., and Norville, H. S. (1993). "Structural behavior of architectural laminated glass." J. Struct. Engrg., ASCE, 110(1), 202-222.
4. Brown, W. G. (1962). "A practicable formulation for the strength of glass and its special application to large rectangular glass panels under uniform pressure." Glass Technol., 3(5), 156-170.
5. Chou, G. D., Minor, J E., and Vallabhan, C. V. G. (1986). "The structural mechanical behavior of insulating glass units." NTIS Accession No. PB86 124614/AS, Glass Res. and Testing Lab., Texas Tech University, Lubbock, Tex.
6. Norville, H. S., King, K. W., and Swofford, J. L. (1988). "Behavior and strength of laminated glass." J. Engrg. Mech., 124(1), 46-53.
7. Southern Building Code Congress International (SBCCI). (1975). Standard building code, Birmingham, Ala.
8. Structural performance: A guide to the structural performance of laminated architectural glass with Saflex Plastic Interlayer. (1988). Monsanto Co., St. Louis, Mo.