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    Compression Model for Ultimate Postbuckling Shear Strength at Elevated Temperatures 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Jonathan D. Glassman; Maria E. Moreyra Garlock
    Publisher: American Society of Civil Engineers
    Abstract: Tension field theory assumes that after elastic shear buckling has occurred, compressive stresses in the web plate do not increase; therefore, postbuckling shear strength solely results from the development of tensile ...
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    Special Issue: Commemorating 10 Years of Research since 9/11 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Maria E. Moreyra Garlock; Andrea Surovek
    Publisher: American Society of Civil Engineers
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    Structural Art and the Example of Félix Candela 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): David P. Billington; Maria E. Moreyra Garlock
    Publisher: American Society of Civil Engineers
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    Closed-Form Procedure for Predicting the Capacity and Demand of Steel Beam-Columns under Fire 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 009
    Author(s): Spencer E. Quiel; Maria E. Moreyra Garlock; Ignacio Paya-Zaforteza
    Publisher: American Society of Civil Engineers
    Abstract: During a fire, columns on the perimeter of a building will be subject to moments induced by both a thermal gradient and the restraint of axial expansion by adjacent heated beams, which themselves develop axial load. These ...
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