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    Simple Phenomenological Model for Reinforcing Steel under Arbitrary Load 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Matthew S. Hoehler; John F. Stanton
    Publisher: American Society of Civil Engineers
    Abstract: A new formulation for a robust, yet simple, uniaxial material model for reinforcing steel subjected to arbitrary loading is presented. The model provides steel stress as an explicit function of the total steel strain and ...
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    Lateral Resistance Reduction to Cold-Formed Steel-Framed Shear Walls under Various Fire Scenarios 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Matthew S. Hoehler; Blanca Andres; Matthew F. Bundy
    Publisher: ASCE
    Abstract: This paper examines the structural response of cold-formed steel-framed building lateral force-resisting systems under combinations of simulated earthquake and fire loading. Full-scale experiments with gypsum-sheet steel ...
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    Experimental Analysis of Steel Beams Subjected to Fire Enhanced by Brillouin Scattering-Based Fiber Optic Sensor Data 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Yi Bao; Yizheng Chen; Matthew S. Hoehler; Christopher M. Smith; Matthew Bundy; Genda Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents high temperature measurements using a Brillouin scattering-based fiber optic sensor and the application of the measured temperatures and building code recommended material parameters into enhanced ...
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