Youngjong Kang
Korea University
272 Papers
1K Citations
Youngjong Kang is an academic researcher from Korea University. The author has contributed to research in topics: Girder & Finite element method. The author has an hindex of 30, co-authored 245 publications. Previous affiliations of Youngjong Kang include Seoul National University & UPRRP College of Natural Sciences.
Chat about Author
Papers
An independent distortional analysis method of thin-walled multicell box girders
TL;DR: In this paper, the authors proposed an analysis method using conventional shell element in which the three global responses can be separately decomposed and the distortion becomes an important global response in addition to flexure and torsion.
9
Elastic lateral-torsional buckling of tapered I-girder with corrugated webs
TL;DR: In this article, a finite element (FE) program using beam elements is developed to study the elastic lateral-torsional buckling (LTB) strength of tapered I-girders with corrugated webs under two types of loading conditions: uniform moment and moment gradient with various end restraint conditions.
9
Sensitivity of the Continuous Welded Rail and the Fastener on the Track Stability
Sang Yun Han,Nam Hoi Park,Nam-Hyoung Lim,Youngjong Kang +3 more
- 01 Jan 2006
TL;DR: In this article, the influence of the sectional properties of the rail was investigated on the stability of CWR track and the sensitivity of the broken fastener and the stiffness of the fastener system such as translational and rotational stiffness was investigated.
9
Quasi-static responses estimation of a cable-stayed bridge from displacement data at a limited number of points
TL;DR: In this article, the authors proposed SRALD 1.0 to analyze the responses of a cable-stayed bridge using a limited number of displacements, which can be used to estimate deformed shapes of the structure.
8
Structural stability of cable-stayed bridges
TL;DR: In this paper, the structural stability of cable-stayed bridges is investigated based on nonlinear analysis, and the main buckling modes are classified depending on the location of the critical members.
8