TaeJun Cho
- (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).
- (2009): Reliability analysis for the uncertainties in vehicle and high-speed railway bridge system based on an improved response surface method for nonlinear limit states. In: Nonlinear Dynamics, v. 59, n. 1-2 (13 May 2009).
- (1999): Structural response of represtressed preflex beams and box girder bridges. Presented at: IABSE Symposium: Structures for the Future - The Search for Quality, Rio de Janeiro, Brazil, 25-27 August 1999.
- (2017): An Improved Analysis Model for the Ultimate Behavior of Unbonded Prestressed Concrete. In: Journal of the Korean Association for Spatial Structures (한국공간구조학회논문집), v. 17, n. 4 (31 December 2017).
- (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).
- (2018): Investigation on Ultimate Strength of STS304L Stainless Steel Welded Connection with Base Metal Fracture Using Finite Element Analysis. In: International Journal of Steel Structures, v. 18, n. 4 ( 2018).
- (2007): Prediction of the combination of failure modes for an arch bridge system. In: Journal of Constructional Steel Research, v. 63, n. 12 (December 2007).
- (2011): The finite element analysis of the ultimate behavior of thin-walled carbon steel bolted connections. In: Journal of Constructional Steel Research, v. 67, n. 7 (July 2011).
- (2007): Prediction of cyclic freeze–thaw damage in concrete structures based on response surface method. In: Construction and Building Materials, v. 21, n. 12 (December 2007).
- (2010): Probabilistic risk assessment for the construction phases of a PSC box girder railway bridge system with six sigma methodology. In: KSCE Journal of Civil Engineering, v. 15, n. 1 (December 2010).
- (2006): Structural reliability of a suspension bridge affected by environmentally assisted cracking. In: KSCE Journal of Civil Engineering, v. 10, n. 1 (January 2006).
- (2015): Strength of channel bolted connection with austenitic stainless steel (304 type). In: International Journal of Steel Structures, v. 15, n. 3 ( 2015).
- (2010): Fatigue reliability analysis for the crack propagation compared with LRFD specification. In: International Journal of Steel Structures, v. 10, n. 1 ( 2010).
- (2018): Parametric Study on Ultimate Strength of Four-bolted Connections with Cold-formed Carbon Steel. In: International Journal of Steel Structures, v. 18, n. 1 ( 2018).
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