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    Flexural Test for Steel-Concrete Composite Members Using Prefabricated Steel Angles 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Tae-Sung Eom; Hyeon-Jong Hwang; Hong-Gun Park; Chang-Nam Lee; Hyoung-Seop Kim
    Publisher: American Society of Civil Engineers
    Abstract: In the proposed composite [prefabricated steel-reinforced concrete (PSRC)] column, steel angles located at the corners of the cross section are weld connected with tie bars to provide a bond for the steel angles, shear ...
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    Cyclic Loading Test for Beam-Column Connections of Concrete-Filled U-Shaped Steel Beams and Concrete-Encased Steel Angle Columns 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Hyeon-Jong Hwang; Tae-SungEom; Hong-Gun Park; Seung-Hwan Lee; Hyoung-Seop Kim
    Publisher: American Society of Civil Engineers
    Abstract: Prefabricated steel–reinforced concrete angle columns and concrete-filled U-shaped steel beams were recently developed for efficient steel-concrete composite construction. In the present study, seismic details of TSC ...
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    Flexural Capacity of Bolted U-Shaped Steel–Concrete Composite Beams under Monotonic and Cyclic Loading 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 012:;page 04023168-1
    Author(s): Chul-Goo Kim; Hyoung-Seop Kim; Ho-Jun Lee
    Publisher: ASCE
    Abstract: Concrete-filled U-shaped steel beams can be alternatives to conventional composite beams with I-section steel. In this study, a novel U-shaped composite beam is proposed, with a bolt assembly of two Z-shaped steel and a ...
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