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    Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Atsushi Suzuki; Kanako Abe; Yoshihiro Kimura
    Publisher: ASCE
    Abstract: Generally speaking, steel beams are mechanically assembled with a concrete slab and stud shear connectors. The concrete slab works as a restraint against buckling instability such as lateral and lateral—torsional buckling ...
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    Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04020355-1
    Author(s): Atsushi Suzuki; Kanako Abe; Kaho Suzuki; Yoshihiro Kimura
    Publisher: ASCE
    Abstract: In general, a steel beam is assembled with a concrete slab using shear connectors. Recently, perfobond-shear connectors have been attracting interest because of their high shear stiffness and strength. Nevertheless, the ...
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