Woo-Bum Kim
- (2009): Evaluation of slip coefficient of slip critical joints with high strength bolts. In: Structural Engineering and Mechanics, v. 32, n. 4 (July 2009).
- (2013): Compressive performance with variation of yield strength and width-thickness ratio for steel plate-concrete wall structures. In: Steel and Composite Structures, v. 14, n. 5 (May 2013).
- (2011): Shear strength of connections between open and closed steel-concrete composite sandwich structures. In: Steel and Composite Structures, v. 11, n. 2 (March 2011).
- (1996): A simplified method to determine the moment-curvature relationships of a damaged tubular segment. In: Engineering Structures, v. 18, n. 5 (May 1996).
- (2012): 단부 구속을 받는 리브 보강 플레이트 원형강관 X형 접합부의 극한내력 도출에 관한 연구 (Study on the Ultimate Strength of Gusset Plate-Circular Hollow Section(CHS) Joint Stiffened with Rib-plate by End Restraint). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 4 (August 2012).
- (2012): 강판콘크리트 구조 이질접합부의 면외 휨/면내 전단하중 특성에 관한 실험연구 (An Experimental Study on Flexural/Shear Load Properties of SC(Steel Plate Concrete) Structure with Reinforced Concrete Joint). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 2 (April 2012).
- (2012): 고강도 원형강관의 직각방향 거셋플레이트 접합부 실험 및 해석 (Test and Analysis on the Transverse Gusset Plate Connection to Circular Hollow Section(CHS) of High Strength). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 2 (April 2012).
- (2012): 고강도 원형강관의 길이방향 거셋플레이트 접합부 실험 및 해석 (Test and Analysis on the Longitudinal Gusset Plate Connection to Circular Hollow Section (CHS) of High Strength). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 1 (February 2012).
- (2012): 400MPa급 건축구조용 열간압연 H형강(SHN400)의 용접특성. Welding Characteristics of 400MPa Grade Hot Rolled H-beam(SHN400) for Building Structure. In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 1 (February 2012).
- (2009): Composite Strut and Tie Model for Reinforced Concrete Deep Beams. In: Journal of Advanced Concrete Technology, v. 7, n. 1 ( 2009).
- (2015): Strength equations of longitudinal plate-to-circular hollow section (CHS) joints. In: International Journal of Steel Structures, v. 15, n. 2 ( 2015).
- (2013): Development of a new equivalent analysis technique to determine the ultimate load in an electric transmission tower. In: International Journal of Steel Structures, v. 13, n. 2 ( 2013).
- (2012): Behavior of plate-to-circular hollow section joints of 600 MPa high-strength steel. In: International Journal of Steel Structures, v. 12, n. 4 ( 2012).
- (2010): Evaluating relaxation of high-strength bolts by parameters on slip faying surfaces of bolted connections. In: International Journal of Steel Structures, v. 10, n. 3 ( 2010).
- (2009): Method for estimating the clamping force of high strength bolts subjected to temperature variation. In: International Journal of Steel Structures, v. 9, n. 2 ( 2009).
- (2001): Ultimate strength of tube–gusset plate connections considering eccentricity. In: Engineering Structures, v. 23, n. 11 (November 2001).
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