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Showing results 1 to 8 of 8

1
A beam element based FE slip model to simulate the interfacial bond-slip effect in composite beams = 합성형 보 구조물의 경계에서 발생하는 부착슬립거동을 고려하기 위한 2절점 보요소 기반의 유한요소 슬립해석모델link

Hwang, Jin-Wook; 황진욱; et al, 한국과학기술원, 2012

2
Evaluation of nonlinear behavior and resisting capacity of reinforced concrete columns subjected to blast loads

Park, Gang-Kyu; Kwak, Hyo-Gyoung; Filippou, Filip C., ENGINEERING FAILURE ANALYSIS, v.93, pp.268 - 288, 2018-11

3
FE model to simulate bond-slip behavior in composite concrete beam bridges

Kwak, Hyo-Gyoung; Hwang, Jin-Wook, COMPUTERS & STRUCTURES, v.88, no.17-18, pp.973 - 984, 2010-09

4
Implementation of the bond-slip effect in the non-linear analysis of composite beams = 합성보의 비선형 해석에 대한 부착슬립 효과의 구현link

Hwang, Jin-Wook; 황진욱; et al, 한국과학기술원, 2009

5
Inelastic Orthotropic Model for Blast Analysis of RC Slabs

Lee, MinJoo; Kwak, Hyo-Gyoung, INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, v.140, 2020-06

6
Non-linear finite element analysis of a steel-concrete composite beam under cyclic loads considering interface slip effects

Kwak, Hyo-Gyoung; Hwang, Jin Wook, Engineering Letters, v.19, no.3, pp.249 - 254, 2011-08

7
모멘트-곡률 관계에 기초한 반복하중을 받는 철근콘크리트보의 비선형 해석 = Nonlinear analysis of RC based on moment-curvature relationship under cyclic loadslink

김선필; Kim, Sun-Pil; et al, 한국과학기술원, 2000

8
모멘트-곡률 관계에 기초한 철근콘크리트 보의 비선형 해석 = Nonlinear analysis of RC beams based on moment-curvature relationslink

김지은; Kim, Ji-Eun; et al, 한국과학기술원, 1999

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