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    Structural Analysis of Sealed Insulating Glass 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 005
    Author(s): W. Lynn Beason
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an iterative procedure that can be used to determine the structural response of sealed insulating glass (IG) units which are subjected to uniform lateral loads and variations of both atmospheric pressure ...
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    Discussion of “<i>Strength of New Heat Treated Window Glass Lites and Laminated Glass Units</i>” by H. Scott Norville, Paul M. Bove, Darrel L. Sheridan, and Stacey L. Lawrence (March, 1993, Vol. 119, No. 3) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): W. Lynn Beason
    Publisher: American Society of Civil Engineers
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    Indicator of Residential Roof Strength in Wind 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author(s): James K. Nelson; W. Lynn Beason
    Publisher: American Society of Civil Engineers
    Abstract: Much residential construction in the United States is not engineered and is inspected by building officials who often are not engineers. Roof failures in these structures occur during severe windstorms. A simplified method ...
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    Closure to “<i>Indicator of Residential Roof Strength in Wind</i>” by James K. Nelson and W. Lynn Beason (September, 1985, Vol. 111, No. 9) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): James K. Nelson; W. Lynn Beason
    Publisher: American Society of Civil Engineers
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    Glass Failure Prediction Model 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): W. Lynn Beason; James R. Morgan
    Publisher: American Society of Civil Engineers
    Abstract: There are significant differences in glass strength information presented by major United States glass manufacturers. These differences have caused considerable confusion among glass designers. The differences are the ...
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    Closure to “<i>Hurricane Related Window Glass Damage in Houston</i>” by W. Lynn Beason, Gerald E. Meyers, and Ray W. James (December, 1984) 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): W. Lynn Beason; Gerald E. Meyers; Ray W. James
    Publisher: American Society of Civil Engineers
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    Hurricane Related Window Glass Damage in Houston 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author(s): W. Lynn Beason; Gerald E. Meyers; Ray W. James
    Publisher: American Society of Civil Engineers
    Abstract: The writers performed an examination of glass damage in a localized downtown Houston area due to the effects of Hurricane Alicia. Indications are that the glass damage occurred even though the windspeeds in the area were ...
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    Basis for ASTM E 1300 Annealed Glass Thickness Selection Charts 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 002
    Author(s): W. Lynn Beason; Terry L. Kohutek; Joseph M. Bracci
    Publisher: American Society of Civil Engineers
    Abstract: In the early 1980s, a glass failure prediction model (GFPM) was introduced to resolve differences in U.S. industry procedures used to determine the minimum thickness of glass required to resist a specified uniform lateral ...
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