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

  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 Juni 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 Oktober 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 Juni 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 Oktober 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 (Februar 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 (Juni 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 (Dezember 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 (Oktober 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 (Januar 2000).

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

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