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    Component-Based Model for Single-Plate Shear Connections with Pretension and Pinched Hysteresis 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Jonathan M. Weigand
    Publisher: American Society of Civil Engineers
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    Closure to “Component-Based Model for Single-Plate Shear Connections with Pretension and Pinched Hysteresis” by Jonathan M. Weigand 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 012
    Author(s): Jonathan M. Weigand
    Publisher: American Society of Civil Engineers
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    Integrity of Bolted Angle Connections Subjected to Simulated Column Removal 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Jonathan M. Weigand; Jeffrey W. Berman
    Publisher: American Society of Civil Engineers
    Abstract: Large-scale tests of steel gravity framing systems (SGFSs) have shown that the connections are critical to the system integrity when a column suffers damage that compromises its ability to carry gravity loads. When supporting ...
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    Integrity of Steel Single Plate Shear Connections Subjected to Simulated Column Removal 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Jonathan M. Weigand; Jeffrey W. Berman
    Publisher: American Society of Civil Engineers
    Abstract: Steel gravity framing systems, one of the most commonly used structural systems in the United States, have an unknown resistance to collapse when a column suffers damage that compromises its ability to carry gravity loads. ...
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    Integrity of Bolted Angle Connections Subjected to Simulated Column Removal 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Jonathan M. Weigand; Jeffrey W. Berman
    Publisher: American Society of Civil Engineers
    Abstract: Large-scale tests of steel gravity framing systems (SGFSs) have shown that the connections are critical to the system integrity when a column suffers damage that compromises its ability to carry gravity loads. When supporting ...
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    Reduced-Order Modeling of Composite Floor Slabs in Fire. II: Thermal-Structural Analysis 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Jian Jiang; Joseph A. Main; Jonathan M. Weigand; Fahim Sadek
    Publisher: ASCE
    Abstract: This paper describes a reduced-order modeling approach for the thermal and structural analysis of fire effects on composite slabs with profiled steel decking. The reduced-order modeling approach, which uses alternating ...
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    Reduced-Order Modeling of Composite Floor Slabs in Fire. I: Heat-Transfer Analysis 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Jian Jiang; Joseph A. Main; Jonathan M. Weigand; Fahim Sadek
    Publisher: ASCE
    Abstract: This paper presents a reduced-order numerical modeling approach for the analysis of heat transfer in composite floor slabs with profiled steel decking exposed to fire effects. This approach represents the thick and thin ...
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    Measurement Approach to Develop Flood-Based Damage Fragilities for Residential Buildings Following Repeat Inundation Events 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 002:;page 04022019
    Author(s): P. Shane Crawford; Judith Mitrani-Reiser; Elaina J. Sutley; Trung Q. Do; Tori Tomiczek; Omar M. Nofal; Jonathan M. Weigand; Maria Watson; John W. van de Lindt; Andrew J. Graettinger
    Publisher: ASCE
    Abstract: Floods account for the highest annual average losses from natural hazards across the United States, and the occurrence of repeat flood inundation events in United States communities is increasing. Distinguishing damages ...
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