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    Initial Residual Stresses in Hot-Rolled Wide-Flange Shapes: A Computational Technique and Influence on Structural Performances 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): Shahriar Quayyum; Tasnim Hassan
    Publisher: American Society of Civil Engineers
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    Influence of Weld Sequence on the Low-Cycle Fatigue Failure of WUF-B Connections 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 007:;page 04022072
    Author(s): Tasnim Hassan; Shahriar Quayyum
    Publisher: ASCE
    Abstract: Experiments on post-Northridge welded unreinforced flange bolted web (WUF-B) connections demonstrated a new low-cycle fatigue (LCF) crack initiation mechanism with final rupture occurring either near the weld access hole ...
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    Uniaxial Strain and Stress-Controlled Cyclic Responses of Ultrahigh Molecular Weight Polyethylene: Experiments and Model Simulations 

    Source: Journal of Engineering Materials and Technology:;2011:;volume( 133 ):;issue: 002:;page 21010
    Author(s): Tasnim Hassan; Ozgen U. Çolak; Patricia M. Clayton
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Thermoplastics such as ultrahigh molecular weight polyethylene (UHMWPE) are used for a wide variety of applications, such as bearing material in total replacement of knee and hip components, ...
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    Seismic Behavior of Flexural Dominated Reinforced Concrete Bridge Columns at Low Temperatures 

    Source: Journal of Cold Regions Engineering:;2009:;Volume ( 023 ):;issue: 001
    Author(s): Luis A. Montejo; Mervyn J. Kowalsky; Tasnim Hassan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results from Phase II of an experimental study on the behavior of reinforced concrete bridge columns in cold seismicly active regions. Six half-scale circular reinforced concrete columns, designed ...
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    Seismic Enhancement of Welded Unreinforced Flange-Bolted Web Steel Moment Connections 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Machel Leigh Morrison; Douglas Quinn Schweizer; Tasnim Hassan
    Publisher: American Society of Civil Engineers
    Abstract: Widespread damage to welded unreinforced flange-bolted web (WUF-B) steel moment connections during the 1994 Northridge earthquake led to intensive research study of this connection. Despite the improvements to weld metal ...
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    An Unstiffened Eight-Bolt Extended End-Plate Moment Connection for Special and Intermediate Moment Frames 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Machel L. Morrison; Doug Q. Schweizer; Shahriar Quayyum; Tasnim Hassan
    Publisher: American Society of Civil Engineers
    Abstract: Bolted extended end-plate (BEEP) moment-resisting connections are prequalified for use in special and intermediate moment frames. The current limits of this prequalification dictate that rolled wide-flange sections with a ...
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    Performance Evaluation of Surface-Activated Solid-State Welding for ASTM A992 Structural Steel 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008
    Author(s): Machel L. Morrison; Jerry Gould; Indrajit Charit; Tasnim Hassan
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a pilot study to evaluate a solid-state welding technology, called surface activated solid-state (SASS) welding, for joining structural steel members. SASS welding does not require bulk ...
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    Cyclic Response of Reinforced Concrete Members at Low Temperatures 

    Source: Journal of Cold Regions Engineering:;2008:;Volume ( 022 ):;issue: 003
    Author(s): Luis A. Montejo; John E. Sloan; Mervyn J. Kowalsky; Tasnim Hassan
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was undertaken to investigate the influence of cold temperatures on the seismic behavior of reinforced concrete members. This paper summarizes the results of Phase I of a multiphase research project ...
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    Closure to “An Unstiffened Eight-Bolt Extended End-Plate Moment Connection for Special and Intermediate Moment Frames” by Machel L. Morrison, Doug Q. Schweizer, Shahriar Quayyum, and Tasnim Hassan 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007:;page 07020005-1
    Author(s): Machel L. Morrison; Doug Q. Schweizer; Shahriar Quayyum; Tasnim Hassan
    Publisher: ASCE
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