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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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    Exploiting the Equilibrium Matrix to Ensure the Geometric Stability of Planar Trusses 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 027 ):;issue: 001:;page 04021058
    Author(s): Isha Galaz Abdullah; David C. Weggel
    Publisher: ASCE
    Abstract: Equilibrium can be used to determine the geometric stability (kinematic determinacy) of a structure. For initial (conceptual) design, analyzing a structure’s equilibrium matrix first eliminates the added computational ...
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    Drexel University’s Architectural Engineering Program: Evolution of the Curriculum during the First Five Years 

    Source: Journal of Architectural Engineering:;2022:;Volume ( 028 ):;issue: 004:;page 05022010
    Author(s): James E. Mitchell; David C. Weggel; Ilene Appel Marker
    Publisher: ASCE
    Abstract: The initial curriculum of Drexel University’s Architectural Engineering program evolved considerably during the first five years—academic years 1986–1987 to 1991–1992—leading up to its initial accreditation by ABET in 1992. ...
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    Blast Testing of Cold-Formed Steel-Stud Wall Panels 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Matthew J. Whelan; Adam D. Ralston; David C. Weggel
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed steel-stud walls have been utilized as an attractive option for blast-resistant design due to the combination of high strength and ductility that enable them to absorb and dissipate blast energy through large ...
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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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    Blast Testing of Cold-Formed Steel-Stud Wall Panels 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Matthew J. Whelan; Adam D. Ralston; David C. Weggel
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed steel-stud walls have been utilized as an attractive option for blast-resistant design due to the combination of high strength and ductility that enable them to absorb and dissipate blast energy through large ...
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    Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: I. Design, Characterization of Blast Pressures, and System-Level Response 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024209-1
    Author(s): David C. Weggel; Matthew J. Whelan; Jonathan Moss; Nabil Rahman; Ahmed Khalil
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the design and measured response of an instrumented 5.49-m×4.88-m single-story cold-formed steel (CFS)-framed building with CFS gabled roof trusses subjected to open-arena blast testing. Although extensive ...
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    Blast Testing of a Cold-Formed Steel-Framed Building with a Roof Truss System: II. Component-Level Response 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024210-1
    Author(s): Matthew J. Whelan; David C. Weggel; Jonathan Moss; Nabil Rahman; Ahmed Khalil
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the measured responses of components—blast wall, shear walls, deep beam and bottom chord bracing, and a roof truss—of an instrumented full-scale cold-formed steel (CFS)-framed building subjected to ...
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    Structural Identification and Damage Characterization of a Masonry Infill Wall in a Full-Scale Building Subjected to Internal Blast Load 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 001
    Author(s): Timothy P. Kernicky; Matthew J. Whelan; David C. Weggel; Corey D. Rice
    Publisher: American Society of Civil Engineers
    Abstract: Structural identification continues to develop an expanding role within performance-based civil engineering by offering a means to construct high-fidelity analytical models of in-service structures calibrated to experimental ...
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