Jae-Guen Yang
- (2016): Evaluation of the Energy Dissipation Capacities of Beam-to-Column Moment Connections for Steel Frames. In: Journal of Asian Architecture and Building Engineering, v. 15, n. 3 (September 2016).
- (2013): A Prying Action Force and Contact Force Estimation Model for a T-Stub Connection with High-Strength Bolts. In: Journal of Asian Architecture and Building Engineering, v. 12, n. 2 (September 2013).
- (2011): A Finite Element Model for the Prediction of the Behavior of an Unstiffened Top and Seat Angle Connection with Various Top Angle Bolt Gage Distances. In: Journal of Asian Architecture and Building Engineering, v. 10, n. 2 (November 2011).
- (2012): 상·하부 스플릿 T 접합부의 초기회전강성 예측모델 (Prediction Model for the Initial Rotational Stiffness of a Double Split T Connection). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 3 (June 2012).
- (2017): 잔류응력의 영향을 고려한 조립 H-형강 부재의 좌굴하중 및 설계압축강도 평가 (Evaluation of Buckling Load and Specified Compression Strength of Welded Built-up H-section Compression Members with Residual Stresses). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 29, n. 1 (February 2017).
- (2015): Method for increasing the energy dissipation capacity of T-stub connections. In: International Journal of Steel Structures, v. 15, n. 3 ( 2015).
- (2014): Flexural and shear behaviors of welded H-beam fabricated with hot-rolled steel coils. In: International Journal of Steel Structures, v. 14, n. 1 ( 2014).
- (2014): Prediction models for the initial rotational stiffness and ultimate plastic moment for a double split tee connection. In: International Journal of Steel Structures, v. 14, n. 2 ( 2014).
- (2014): Experimental tests for the evaluation of the energy dissipation capacity of a double split tee connection with SMA bolts. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014).
- (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).
- (2013): Analytical models for the initial axial tensile stiffness and ultimate tensile load of a T-stub, including the effects of prying action. In: International Journal of Steel Structures, v. 13, n. 2 ( 2013).
- (2013): Local buckling in the stub columns fabricated with HSA800 of high performance steel. In: International Journal of Steel Structures, v. 13, n. 3 ( 2013).
- (2012): Vierendeel joints in the circular hollow sections of high strength steel subjected to brace moment and chord compressive loadings. In: International Journal of Steel Structures, v. 12, n. 4 ( 2012).
- (2012): Axial capacity of circular hollow section T-joints using grade HSB 600 steel. In: International Journal of Steel Structures, v. 12, n. 4 ( 2012).
- (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).
- (2009): Analytical models for the initial stiffness and plastic moment capacity of an unstiffened top and seat angle connection under a shear load. In: International Journal of Steel Structures, v. 9, n. 3 ( 2009).
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