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