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    Cyclic Behavior of Reinforced Concrete Columns with L-Shaped Ties 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04023234-1
    Author(s): Yeongsoo Shin; Hee-Sun Kim; Chul-Goo Kim
    Publisher: ASCE
    Abstract: In reinforced concrete columns, both constructability and structural safety should be considered in selecting the anchorage details of transverse reinforcement. For the simple installation of peripheral hoops, in this ...
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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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    Shear Strength of Exterior Beam-Column Joints with Limited Ductility Details 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Chul-Goo Kim; Hong-Gun Park; Tae-Sung Eom
    Publisher: ASCE
    Abstract: The seismic performance of exterior beam-column joints in low-rise buildings with limited ductility details was investigated. Seven exterior beam-column connection specimens were prepared for cyclic loading tests, and the ...
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    Cyclic Load Test and Shear Strength Degradation Model for Columns with Limited Ductility Tie Details 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Chul-Goo Kim; Hong-Gun Park; Tae-Sung Eom
    Publisher: American Society of Civil Engineers
    Abstract: For existing buildings in low and moderate seismic zones, various nonseismic ties not conforming to special seismic requirements have been used in columns for convenience in reinforcing bar placement. This study investigates ...
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