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    Closure to “<i>Tornado Technology and Professional Practice</i>” by Joseph E. Minor (November, 1982) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Joseph E. Minor
    Publisher: American Society of Civil Engineers
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    Formal Engineering of Residential Buildings 

    Source: Journal of Architectural Engineering:;2002:;Volume ( 008 ):;issue: 002
    Author(s): Joseph E. Minor
    Publisher: American Society of Civil Engineers
    Abstract: The performance of residential buildings during hurricanes is as important as the performance of other buildings. Buildings where people live and where they are likely to be when a hurricane strikes must survive. If this ...
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    Lessons Learned from Failures of the Building Envelope in Windstorms 

    Source: Journal of Architectural Engineering:;2005:;Volume ( 011 ):;issue: 001
    Author(s): Joseph E. Minor
    Publisher: American Society of Civil Engineers
    Abstract: Lessons learned from failures of the building envelope in windstorms are encapsulated in three principal findings. The building envelope is crucial to the performance of buildings in windstorms. Windborne debris is decisive ...
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    Failure Strengths of Laminated Glass 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Joseph E. Minor; Patrick L. Reznik
    Publisher: American Society of Civil Engineers
    Abstract: Laminated glass used in architectural glazing comprises two layers of glass connected by a thin interlayer of polyvinyl butyral. Previously reported nondestructive experimental stress analyses offer evidence that laminated ...
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    Simplified Window Glass Design Procedure 

    Source: Journal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 004
    Author(s): H. Scott Norville; Joseph E. Minor
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a simplified window glass design procedure (SWGDP) as an alternative to the comprehensive window glass design procedure described in ASTM E 1300, “Standard practice for determining the load resistance ...
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    Structural Design of Architectural Glazing: A State-of-the-Practice Summary 

    Source: Journal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003
    Author(s): Richard A. Behr; Joseph E. Minor
    Publisher: American Society of Civil Engineers
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    Design of Window Glass for Lateral Pressures 

    Source: Journal of Architectural Engineering:;2006:;Volume ( 012 ):;issue: 003
    Author(s): Joseph E. Minor; H. Scott Norville
    Publisher: American Society of Civil Engineers
    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 ...
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    Load Duration and Interlayer Thickness Effects on Laminated Glass 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): Richard A. Behr; Joseph E. Minor; Magnus P. Linden
    Publisher: American Society of Civil Engineers
    Abstract: As part of an ongoing laminated glass research program at the Glass Research and Testing Laboratory at Texas Tech University, full‐scale laminated glass laboratory specimens were tested under uniform lateral loads and ...
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    Seal Forces in Structural Glazing Systems 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): C. V. Girya Vallabhan; Gee D. Chou; Joseph E. Minor
    Publisher: American Society of Civil Engineers
    Abstract: Silicone sealants are used as structural connections between the two glass plates in an insulating glass (IG) unit and between the IG unit and the supporting mullion. These connections become an integral part of the entire ...
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    Stresses in Layered Glass Units and Monolithic Glass Plates 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): C. V. Girija Vallabhan; Joseph E. Minor; Sesha R. Nagalla
    Publisher: American Society of Civil Engineers
    Abstract: Theoretical stress analyses of thin glass plates are applied to monolithic and layered (two plates with no connection) systems to establish limits of behavior for laminated (two plates with interlayer) systems. Behaviors ...
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