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Tae Soo Kim ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Fan, Kaicheng / Kim, Tae Soo (2024): 폭이 다른 스트럿을 갖는 강재슬릿댐퍼의 구조성능에 관한 실험적 연구 (Experimental Study on the Structural Performance of Steel Slit Dampers with Different Struts). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 36, n. 3 (27 June 2024).

    https://doi.org/10.7781/kjoss.2024.36.3.165

  2. Kim, Seung Kyum / Kim, Seung Hun / Kim, Tae Soo (2022): 반복 축하중을 받는 스테인리스강과 탄소강 각형강관 부재의 이력거동에 관한 실험적 연구 (Experimental Study on Hysteretic Behaviors of Stainless Steel and Carbon Steel Square Hollow Section Members Under Cyclic Loading). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 34, n. 5 (27 October 2022).

    https://doi.org/10.7781/kjoss.2022.34.5.279

  3. Lee, Jong Gi / Kim, Jun Su / Kim, Tae Soo (2022): 오스테나이트계 스테인리스강 이면전단 볼트접합부의 최대내력에 관한 실험적 연구 (An Experimental Study on Ultimate Strength of Double Shear Bolted Connection with Austenitic Stainless Steel). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 34, n. 3 (27 June 2022).

    https://doi.org/10.7781/kjoss.2022.34.3.141

  4. Cho, TaeJun / Kim, Tae Soo (2008): Probabilistic risk assessment for the construction phases of a bridge construction based on finite element analysis. In: Finite Elements in Analysis and Design, v. 44, n. 6-7 (April 2008).

    https://doi.org/10.1016/j.finel.2007.12.004

  5. Yuk, SimChul / Kim, Tae Soo (2021): 오스테나이트계 스테인리스강(STS304)과 탄소강(SS275) 용접접합부의 최대내력 (Ultimate Strength of Austentic Stainless Steel (STS304) and Carbon Steel (SS275) Welded Connection). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 33, n. 2 (30 April 2021).

    https://doi.org/10.7781/kjoss.2021.33.2.099

  6. Kim, Jeong Yeon / Kim, Tae Soo (2020): An 강종차이에 따른 스테인리스강 각형강관 압축재의 좌굴거동에 관한 실험적 연구 (Experimental Investigation on the Buckling Behaviors of Stainless Steel Square Hollow Section Compressive Members with Different Steel Grades). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 32, n. 5 (27 October 2020).

    https://doi.org/10.7781/kjoss.2020.32.5.309

  7. Kim, Tae Soo / Kang, Hyun Sik (2020): An 탄소강 용착금속 블록전단파단 용접접합부의 최대내력에 관한 실험적 연구 (Experimental Study on Ultimate Strength of Carbon Steel Welded Connection with Weld Metal Block Shear Fracture). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 32, n. 4 (31 August 2020).

    https://doi.org/10.7781/kjoss.2020.32.4.225

  8. Kim, Sung Soo / Kim, Jeong Yeon / Kim, Tae Soo (2020): Finite element Analysis on Buckling Strength of Stainless Steel Circular Hollow Section Columns Under Concentric Axial Compression. In: International Journal of Steel Structures, v. 20, n. 6 ( 2020).

    https://doi.org/10.1007/s13296-020-00366-w

  9. Hong, Jong Hwa / Kim, Tae Soo (2020): 저니켈 듀플렉스계 스테인리스강 2행1열 일면전단 볼트접합부 구조거동에 대한 유한요소해석 (Numerical Analysis on Structural Behaviors of Single Shear Two-Bolted Connection with Lean Duplex Stainless Steel). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 32, n. 2 (30 April 2020).

    https://doi.org/10.7781/kjoss.2020.32.2.075

  10. Kim, Tae Soo / Kuwamura, Hitoshi (2007): Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear. In: Thin-Walled Structures, v. 45, n. 4 (April 2007).

    https://doi.org/10.1016/j.tws.2007.03.006

  11. Kim, Tae Soo / Kuwamura, Hitoshi / Kim, Seunghun / Lee, Yongtaeg / Cho, TaeJun (2009): Investigation on ultimate strength of thin-walled steel single shear bolted connections with two bolts using finite element analysis. In: Thin-Walled Structures, v. 47, n. 11 (November 2009).

    https://doi.org/10.1016/j.tws.2009.04.009

  12. Kim, Sung Soo / Kim, Jin Won / Kim, Tae Soo (2019): An 중심압축력을 받는 기계구조용 스테인리스강 강관 기둥의 좌굴거동에 관한 실험적 연구 (Experimental Study on the Buckling Behaviors of Stainless Steel Tubular Columns Under Concentric Axial Compression). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 31, n. 4 (31 August 2019).

    https://doi.org/10.7781/kjoss.2019.31.4.273

  13. Kang, Hyun Sik / Kim, Tae Soo (2019): 듀플렉스계 스테인리스강 2행 2열 볼트접합부의 구조거동에 관한 실험적 연구 (Experimental Study on Structural Behaviors of Duplex Stainless Steel(STS329FLD) Bolted Connections with Four Bolts). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 31, n. 1 (February 2019).

    https://doi.org/10.7781/kjoss.2019.31.1.013

  14. Lee, Kangmin / Lee, Myung Jae / Oh, Young Suk / Kim, Tae Soo / Kim, Do Hwan (2013): 중심압축력을 받는 건축구조용 고성능강(HSA800) 용접H형 단주의 국부좌굴거동 (Local Buckling Behavior of Stub H-shaped Columns Fabricated with HSA800 High Performance Steels under Concentric Axial Loading). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 25, n. 3 (June 2013).

    https://doi.org/10.7781/kjoss.2013.25.3.289

  15. Kim, Tae Soo / Lee, Myung Jae / Oh, Young Suk / Lee, Kang Min / Kim, Do Hwan (2012): 건축구조용 고성능강(HSA800) 용접 H형단면 기둥의 압축강도에 관한 연구 (A Study on Compressive Strength of Built-up H Shaped Columns Fabricated with HSA800 High Performance Steels). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 6 (December 2012).

    https://doi.org/10.7781/kjoss.2012.24.6.627

  16. Kang, Hyun Sik / Kim, Tae Soo (2018): 2개의 볼트를 갖는 고강도 알루미늄 합금 일면전단 볼트접합부의 내력. Strength of High Strength Aluminum Alloys Single Shear Bolted Connections with Two Bolts. In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 30, n. 2 (April 2018).

    https://doi.org/10.7781/kjoss.2018.30.2.087

  17. Kim, Tae Soo (2016): 페라이트계 스테인리스강 용접접합부의 모재 블록전단파단에 관한 실험적 연구 (An Experimental Study on Block Shear Fracture of Base Metal in Ferritic Stainless Steel Welded Connection). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 28, n. 5 (October 2016).

    https://doi.org/10.7781/kjoss.2016.28.5.303

  18. Kim, Tae Soo / Kim, Yoon Young (2000): Mac-based mode-tracking in structural topology optimization. In: Computers & Structures, v. 74, n. 3 (January 2000).

    https://doi.org/10.1016/s0045-7949(99)00056-5

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