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    Collapse Study of an Unreinforced Masonry Bearing Wall Building Subjected to Internal Blast Loading 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 002
    Author(s): Brian J. Zapata; David C. Weggel
    Publisher: American Society of Civil Engineers
    Abstract: A blast test was conducted inside a conventional, two-story, unreinforced, brick, bearing wall building scheduled to be demolished. A credible explosive device was placed inside the building on the ground floor and was ...
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    Laminated Glass Curtain Walls and Laminated Glass Lites Subjected to Low-Level Blast Loading 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): David C. Weggel; Brian J. Zapata
    Publisher: American Society of Civil Engineers
    Abstract: Linear elastic and nonlinear elastic analytical investigations are reported for a nearly conventional, laminated glass curtain wall with split screw spline mullions subjected to low-level blast loading. Responses (dynamic ...
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    Properties and Dynamic Behavior of Glass Curtain Walls with Split Screw Spline Mullions 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): David C. Weggel; Brian J. Zapata; Michael J. Kiefer
    Publisher: American Society of Civil Engineers
    Abstract: Recent terrorist events have underscored the importance of designing glass curtain walls as engineered systems. For most building owners, however, it is usually an unjustifiable expense to have a curtain wall designed to ...
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