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Kyung-Soo Chung

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Kwon, Youn-Sang / Kim, Sun-Hee / Lee, Se-Jung / Chung, Kyung-Soo / Choi, Sung-Mo (2024): An Experimental Study on the Verification of Structural and Seismic Performance of Steel Composite Walls. In: International Journal of Steel Structures, v. 24, n. 1 (Januar 2024).

    https://doi.org/10.1007/s13296-023-00797-1

  2. Kim, Sun-Hee / Kim, Hwan-Jin / Lee, Seung-Woo / Chung, Kyung-Soo / Choi, Sung-Mo (2022): An Experimental Study on Shear Performance of Reinforced Steel Fiber Recycled Aggregate Concrete Filled Square Steel Tube Column of 50 MPa. In: International Journal of Steel Structures, v. 22, n. 6 (21 September 2022).

    https://doi.org/10.1007/s13296-022-00694-z

  3. Chung, Kyung-Soo / Kim, Jin-Ho / Yoo, Jung-Han (2013): Experimental and analytical investigation of high-strength concrete-filled steel tube square columns subjected to flexural loading. In: Steel and Composite Structures, v. 14, n. 2 (Februar 2013).

    https://doi.org/10.12989/scs.2013.14.2.133

  4. Park, Su-Hee / Choi, Sung-Mo / Chung, Kyung-Soo (2008): A Study on the fire-resistance of concrete-filled steel square tube columns without fire protection under constant central axial loads. In: Steel and Composite Structures, v. 8, n. 6 (Dezember 2008).

    https://doi.org/10.12989/scs.2008.8.6.491

  5. Chung, Kyung-Soo / Jeon, Bae-Ho / Park, Man-Woo / Do, Byung-Ho (2012): 밀착조임 볼트체결에 따른 판폭두께비가 큰 변단면 프레임의 구조성능에 관한 실험적 연구 (Experimental Study on Structural Behavior of Tapered non-compact Frame with Snug-tightened Conditions). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 3 (Juni 2012).

    https://doi.org/10.7781/kjoss.2012.24.3.257

  6. Hong, Sung-Gul / Cho, Bong-Ho / Chung, Kyung-Soo / Moon, Ju-hyuk (2011): Behavior of framed modular building system with double skin steel panels. In: Journal of Constructional Steel Research, v. 67, n. 6 (Juni 2011).

    https://doi.org/10.1016/j.jcsr.2011.02.002

  7. Choi, In-Rak / Chung, Kyung-Soo / Kim, Chang-Soo (2017): Experimental study on rectangular CFT columns with different steel grades and thicknesses. In: Journal of Constructional Steel Research, v. 130 (März 2017).

    https://doi.org/10.1016/j.jcsr.2016.12.013

  8. Choi, In-Rak / Chung, Kyung-Soo / Lee, Hyerin (2017): Thermal and mechanical properties of structural steel SN400 at elevated temperatures. In: International Journal of Steel Structures, v. 17, n. 3 ( 2017).

    https://doi.org/10.1007/s13296-017-9011-z

  9. Chung, Kyung-Soo / Kim, Jin-Ho / Yoo, Jung-Han (2012): Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading. In: International Journal of Steel Structures, v. 12, n. 2 ( 2012).

    https://doi.org/10.1007/s13296-012-2008-8

  10. Kim, Chang-Soo / Park, Hong-Gun / Lee, Ho-Jun / Choi, In-Rak / Chung, Kyung-Soo (2017): Eccentric Axial Load Test for High-Strength Composite Columns of Various Sectional Configurations. In: Journal of Structural Engineering (ASCE), v. 143, n. 8 (August 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001803

  11. Kim, Chang-Soo / Park, Hong-Gun / Choi, In-Rak / Chung, Kyung-Soo (2017): Effect of Sustained Load on Ultimate Strength of High-Strength Composite Columns Using 800-MPa Steel and 100-MPa Concrete. In: Journal of Structural Engineering (ASCE), v. 143, n. 3 (März 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001676

  12. Kim, Chang-Soo / Park, Hong-Gun / Chung, Kyung-Soo / Choi, In-Rak (2014): Eccentric Axial Load Capacity of High-Strength Steel-Concrete Composite Columns of Various Sectional Shapes. In: Journal of Structural Engineering (ASCE), v. 140, n. 4 (April 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000879

  13. Kim, Chang-Soo / Park, Hong-Gun / Chung, Kyung-Soo / Choi, In-Rak (2012): Eccentric Axial Load Testing for Concrete-Encased Steel Columns Using 800 MPa Steel and 100 MPa Concrete. In: Journal of Structural Engineering (ASCE), v. 138, n. 8 (August 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000533

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