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Showing results 1 to 7 of 7

1
An improved design formula for a biaxially loaded slender RC column

Kwak, Hyo-Gyoung; Kwak, Ji-Hyun, ENGINEERING STRUCTURES, v.32, no.1, pp.226 - 237, 2010-01

2
Behavior of circular CFT columns subject to axial force and bending moment

Kwak, Ji-Hyun; Kwak, Hyo-Gyoung; Kim, Jin-Kook, STEEL AND COMPOSITE STRUCTURES, v.14, no.2, pp.173 - 190, 2013-02

3
Behavior of Hybrid Double Skin Concrete Filled Circular Steel Tube Columns

Kim, Jin-Kook; Kwak, Hyo-Gyoung; Kwak, Ji-Hyun, STEEL AND COMPOSITE STRUCTURES, v.14, no.2, pp.191 - 204, 2013-02

4
Development of nonlinear model for slender concrete in-filled steel tube column

Kwak, Hyo-Gyoung; Kwak, Ji-Hyun, 17th International Workshop on Intelligent Computing in Engineering, EG-ICE 2010, Nottingham, 2019-06

5
Finite-Element Model to Evaluate Nonlinear Behavior of Posttensioned Composite Beams with Partial Shear Connection

Hwang, Jin-Wook; Kwak, Ji-Hyun; Kwak, Hyo-Gyoung, JOURNAL OF STRUCTURAL ENGINEERING, v.141, no.8, 2015-08

6
Nonlinear analysis of circular concrete filled steel tubular stub columns considering confinement effect = 구속효과를 고려한 원형 콘크리트 충전 강관 단주의 비선형 해석link

Kwak, Ji-Hyun; 곽지현; et al, 한국과학기술원, 2012

7
장기 2축 휨을 받는 철근콘크리트 장주의 극한 저항능력 = Ultimate resisting capacity of slender RC columns subjected to long-term biaxial bendinglink

곽지현; Kwak, Ji-Hyun; et al, 한국과학기술원, 2008

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