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    New Euler-Type Progressive Collapse Curves for Steel Moment-Resisting Frames: Analytical Method 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Panos Pantidis; Simos Gerasimidis
    Publisher: American Society of Civil Engineers
    Abstract: In order to assess the robustness of a building structure to progressive collapse, the removal of a structural key component is utilized. For a steel moment-resisting frame under a column-removal scenario, the two most ...
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    Distributed Column Damage Effect on Progressive Collapse Vulnerability in Steel Buildings Exposed to an External Blast Event 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    Author(s): Jenny Sideri; Chris L. Mullen; Simos Gerasimidis; George Deodatis
    Publisher: American Society of Civil Engineers
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    Global Instability Induced Failure of Tall Steel Moment Frame Buildings 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Simos Gerasimidis; George Deodatis; Yujie Yan; Mohammed Ettouney
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the behavior of steel moment frames under the scenario of a column removal at their ground floor. Through a material and geometric nonlinear analysis, this work evaluates a global loss-of-stability ...
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    High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020316
    Author(s): Fani Derveni; Simos Gerasimidis; Benjamin W. Schafer; Kara D. Peterman
    Publisher: ASCE
    Abstract: Cold-formed steel (CFS) framed construction has been widely adopted and used toward a modern, lightweight, and cost-efficient engineering practice across the United States. The primary objective of this work is to numerically ...
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