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    Effect of Sustained Load on Ultimate Strength of High-Strength Composite Columns Using 800-MPa Steel and 100-MPa Concrete 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Chang-Soo Kim; Hong-Gun Park; In-Rak Choi; Kyung-Soo Chung
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the effect of sustained loads on the ultimate strength of high-strength composite columns using grade 800-MPa steel and 100-MPa concrete, ultimate load tests were performed after long-term loading. Two ...
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    Cyclic Loading Test for Concrete-Filled Hollow Precast Concrete Columns Produced by Using a New Fabrication Method 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Chang-Soo Kim; Ho-Jun Lee; Chan-Kyu Park; Hyeon-Jong Hwang; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: In the present study, a new fabrication method is proposed for concrete-filled hollow precast concrete columns (HPCC). In the proposed method, corrugated steel plates were used for the internal mold of the hollow core ...
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    Eccentric Axial Load Test for High-Strength Composite Columns of Various Sectional Configurations 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Chang-Soo Kim; Hong-Gun Park; Ho-Jun Lee; In-Rak Choi; Kyung-Soo Chung
    Publisher: American Society of Civil Engineers
    Abstract: Composite columns of various sectional configurations are studied to maximize the contribution of high-strength steel under compression-flexural loading. For concrete-encased steel (CES) columns, steel angles were placed ...
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    Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Chang-Soo Kim; Hong-Gun Park; Kyung-Soo Chung; In-Rak Choi
    Publisher: American Society of Civil Engineers
    Abstract: Two concrete-filled steel tube columns and four concrete-encased steel columns using high-strength steel (yield strength
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    Eccentric Axial Load Testing for Concrete-Encased Steel Columns Using 800 MPa Steel and 100 MPa Concrete 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Chang-Soo Kim; Hong-Gun Park; Kyung-Soo Chung; In-Rak Choi
    Publisher: American Society of Civil Engineers
    Abstract: Seven concrete-encased steel columns using high-strength steel (nominal yield strength
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    Cyclic Lateral Load Test for RC Column–Steel Beam Joints with Simplified Connection Details 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Ho-Jun Lee; Hong-Gun Park; Hyeon-Jong Hwang; Chang-Soo Kim
    Publisher: American Society of Civil Engineers
    Abstract: Existing experimental results show that carefully designed RC column-to-steel beam (RCS) joints have high seismic resistance comparable to those of traditional steel or RC frames with seismic details. However, such high ...
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