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Cheol-Ho Lee ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Jun, Su-Chan / Jung, Dam-I / Lee, Cheol-Ho / Cho, Bong-Ho (2023): Experimental and numerical investigation of seismic response of access floors based on shake-table tests using 2-story steel moment frame. Dans: Journal of Building Engineering, v. 77 (octobre 2023).

    https://doi.org/10.1016/j.jobe.2023.107474

  2. Suk, Chan-Ho / Lee, Cheol-Ho / Kim, Seon-Hu (2024): Analytical Modeling and Design Resistance of Axially Loaded CHS XX Joints. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 2 (février 2024).

    https://doi.org/10.1061/jsendh.steng-12893

  3. Kim, Seon-Hu / Lee, Cheol-Ho (2023): Experimental Investigation of Cold-Formed High Strength Steel K Joints. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 9 (septembre 2023).

    https://doi.org/10.1061/jsendh.steng-12500

  4. Kim, Seon-Hu / Lee, Cheol-Ho / Ryu, Ihyun / Park, Sihyung (2023): Experimental investigation of cold formed high strength steel tubular joints subjected to moment loading. Dans: Advances in Structural Engineering, v. 26, n. 12 (juin 2023).

    https://doi.org/10.1177/13694332221149501

  5. Koo, Jahun / Lee, Cheol-Ho / Shin, Dongjin (2022): Effect of Rotational Restraint on Inelastic Buckling of Steel Column at Elevated Temperatures. Dans: International Journal of Steel Structures, v. 23, n. 2 (novembre 2022).

    https://doi.org/10.1007/s13296-023-00713-7

  6. Han, Sang-Hui / Lee, Cheol-Ho / Kim, Seon-Hu (2021): Chord plastification strength of longitudinal plate-to-CHS joints with steel grade up to 460 MPa under combined axial compression and in-plane bending. Dans: Journal of Constructional Steel Research, v. 184 (septembre 2021).

    https://doi.org/10.1016/j.jcsr.2021.106804

  7. Kim, Seon-Hu / Lee, Cheol-Ho (2021): Analytical Strength Prediction Model for Full-Width Circular Hollow Section X-Joints. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 9 (septembre 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003087

  8. Kim, Seon-Hu / Lee, Cheol-Ho (2021): Chord Sidewall Failure of RHS X-Joints in Compression and Associated Design Recommendations. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 8 (août 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003068

  9. Kim, Sung-Yong / Lee, Cheol-Ho (2020): Analysis and optimization of multiple tuned mass dampers with coulomb dry friction. Dans: Engineering Structures, v. 209 (avril 2020).

    https://doi.org/10.1016/j.engstruct.2019.110011

  10. Kim, Dae-Kyung / Lee, Cheol-Ho (2020): Experimental and analytical study of combined bolted-welded lap joints including high-strength steel. Dans: Journal of Constructional Steel Research, v. 168 (mai 2020).

    https://doi.org/10.1016/j.jcsr.2020.105995

  11. Han, Kyu-Hong / Lee, Cheol-Ho (2016): Elastic flange local buckling of I-shaped beams considering effect of web restraint. Dans: Thin-Walled Structures, v. 105 (août 2016).

    https://doi.org/10.1016/j.tws.2016.04.001

  12. Kim, Jeong-Hyun / Lee, Cheol-Ho / Kim, Seon-Hu / Han, Kyu-Hong (2019): Experimental and Analytical Study of High-Strength Steel RHS X-Joints under Axial Compression. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 12 (décembre 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002435

  13. Lee, Cheol-Ho / Han, Kyu-Hong / Kim, Dae-Kyung / Park, Chang-Hee / Kim, Jin-Ho / Lee, Seung-Eun / Ha, Tae-Hyu (2012): 800MPa급 고강도강 보 부재의 국부좌굴 및 비탄성 거동. Local Buckling and Inelastic Behaviour of 800 MPa High-Strength Steel Beams. Dans: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 4 (août 2012).

    https://doi.org/10.7781/kjoss.2012.24.4.479

  14. Lee, Cheol-Ho / Jung, Jong-Hyun / Kim, Sung-Yong (2019): Cyclic Seismic Performance of Weak-Axis RBS Welded Steel Moment Connections. Dans: International Journal of Steel Structures, v. 19, n. 5 ( 2019).

    https://doi.org/10.1007/s13296-019-00233-3

  15. Kim, Seonwoong / Lee, Cheol-Ho / Lee, Kyungkoo (2015): Effects of floor slab on progressive collapse resistance of steel moment frames. Dans: Journal of Constructional Steel Research, v. 110 (juillet 2015).

    https://doi.org/10.1016/j.jcsr.2015.02.013

  16. Kim, Sung-Yong / Lee, Cheol-Ho / Kim, Na-Eun (2016): Effective impulse model for prediction of vibration response of high-frequency steel staircases. Dans: Journal of Constructional Steel Research, v. 126 (novembre 2016).

    https://doi.org/10.1016/j.jcsr.2016.07.004

  17. Kim, Sung-Yong / Lee, Cheol-Ho (2019): Description of asymmetric hysteretic behavior based on the Bouc-Wen model and piecewise linear strength-degradation functions. Dans: Engineering Structures, v. 181 (février 2019).

    https://doi.org/10.1016/j.engstruct.2018.12.021

  18. Park, Hong-Gun / Hwang, Hyeon-Jong / Lee, Cheol-Ho / Park, Chang-Hee / Lee, Chang-Nam (2012): Cyclic loading test for concrete-filled U-shaped steel beam–RC column connections. Dans: Engineering Structures, v. 36 (mars 2012).

    https://doi.org/10.1016/j.engstruct.2011.12.033

  19. Lee, Cheol-Ho / Jung, Jong-Hyun / Oh, Myoung-Ho / Koo, En-Sook (2003): Cyclic seismic testing of steel moment connections reinforced with welded straight haunch. Dans: Engineering Structures, v. 25, n. 14 (décembre 2003).

    https://doi.org/10.1016/s0141-0296(03)00176-7

  20. Uang, Chia-Ming / Bondad, Duane / Lee, Cheol-Ho (1998): Cyclic performance of haunch repaired steel moment connections: experimental testing and analytical modeling. Dans: Engineering Structures, v. 20, n. 4-6 (avril 1998).

    https://doi.org/10.1016/s0141-0296(97)00093-x

  21. Lee, Cheol-Ho / Kim, Seon-Hu / Chung, Dong-Hyun / Kim, Dae-Kyung / Kim, Jin-Won (2017): Experimental and Numerical Study of Cold-Formed High-Strength Steel CHS X-Joints. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 8 (août 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001806

  22. Lee, Cheol-Ho / Uang, Chia-Ming (2001): Analytical Modeling and Seismic Design of Steel Moment Connections with Welded Straight Haunch. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 9 (septembre 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:9(1028)

  23. Lee, Cheol-Ho / Park, Hong-Gun / Park, Chang-Hee / Hwang, Hyeon-Jong / Lee, Chang-Nam / Kim, Hyoung-Seop / Kim, Sung-Bae (2013): Cyclic Seismic Testing of Composite Concrete-Filled U-Shaped Steel Beam to H-Shaped Column Connections. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 3 (mars 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000635

  24. Lee, Cheol-Ho / Uang, Chia-Ming (1997): Analytical Modeling of Dual Panel Zone in Haunch Repaired Steel MRFs. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 1 (janvier 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:1(20)

  25. Lee, Cheol-Ho / Jung, Jong-Hyun / Oh, Myoung-Ho / Koo, En-Sook (2005): Experimental Study of Cyclic Seismic Behavior of Steel Moment Connections Reinforced with Ribs. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 1 (janvier 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:1(108)

  26. Lee, Cheol-Ho / Jeon, Sang-Woo / Kim, Jin-Ho / Uang, Chia-Ming (2005): Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 12 (décembre 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:12(1854)

  27. Eom, Tae-Sung / Park, Hong-Gun / Lee, Cheol-Ho / Kim, Jin-Ho / Chang, In-Hwa (2009): Behavior of Double Skin Composite Wall Subjected to In-Plane Cyclic Loading. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 10 (octobre 2009).

    https://doi.org/10.1061/(asce)st.1943-541x.0000057

  28. Han, Kyu-Hong / Lee, Cheol-Ho (2018): Effects of Moment Gradient on Elastic Flange Local Buckling of I-Shaped Beams. Dans: International Journal of Steel Structures, v. 18, n. 3 ( 2018).

    https://doi.org/10.1007/s13296-018-0039-5

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