• Journal of the Korea Concrete Institute
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• v.26 no.6
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• pp.687-694
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• 2014

This study established a displacement ductility ratio model for ductile design for the boundary element of shear walls. To determine the curvature distribution along the member length and displacement at the free end of the member, the distributions of strains and internal forces along the shear wall section depth were idealized based on the Bernoulli's principle, strain compatibility condition, and equilibrium condition of forces. The confinement effect at the boundary element, provided by transverse reinforcement, was calculated using the stress-strain relationship of confined concrete proposed by Razvi and Saatcioglu. The curvatures corresponding to the initial yielding moment and 80% of the ultimate state after the peak strength were then conversed into displacement values based on the concept of equivalent hinge length. The derived displacement ductility ratio model was simplified by the regression approach using the comprehensive analytical data obtained from the parametric study. The proposed model is in good agreement with test results, indicating that the mean and standard deviation of the ratios between predictions and experiments are 1.05 and 0.19, respectively. Overall, the proposed model is expected to be available for determining the transverse reinforcement ratio at the boundary element for a targeted displacement ductility ratio.

• Journal of Aerospace System Engineering
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• v.13 no.2
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• pp.51-59
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• 2019

Subsequently, Part I [1], which was about the single-cell model, a composite thin-walled beam with a multi-cell of chord-wise asymmetric cross-section, was selected in this study. Moreover, the theoretical dynamic characteristics of the model were analyzed. For this analysis, mathematical modeling was performed by considering the warping restraint effects, transverse shear effects, taper ratio and cross-section ratio. Similar to part I, the mass, stiffness coefficients and Eigen frequencies of the multi-cell section considered were investigated. In particular, the comparison between the multi-cell and single-cell sections and the effects of the cross-section ratio and taper ratio of the model on the Eigen frequencies were analyzed. However, the results compared when the asymmetry of the section was considered and warping function were not corrected.

• Journal of Korean Society of Steel Construction
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• v.16 no.4 s.71
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• pp.493-500
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• 2004

In this study, the effects of ring stiffeners for buckling of cylindrical shells with composite materials were analyzed. The finite element method was used: 3-D beam elements were used for stiffeners and flat shell elements were used for cylindrical shells and were improved by introducing a substitute shear strain. The ring stiffeners were of the transverse rib type. The buckling behaviors of the cylindrical shells were analyzed based on various parameters, such as locations and sizes of stiffeners, diameter/length ratios and boundary conditions of shells, and fiber-reinforced angles. Effective reinforcement was examined by understanding the exact behaviors for buckling. The results of the analysis may serve as references for designs and future investigations.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.1
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• pp.158-172
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• 1992

In ships and offshore structures, there are many local structures formed of thick plates and/or having the form of double wall panels. For the vibration analysis of such a kind of structures, Mindlin plate theory which includes the effects of shear deformation and rotary inertia is usually adopted. In this paper, the vibration and dynamic sensitivity analysis of Mindlin plates having the boundary conditions elastically restrained against rotation have been accomplished using the Rayleigh-Ritz method. Polynomials having the property of the Timoshenko beam functions are introduced and used as trial functions in the spatial representation of the deflection and rotations of cross sections in two directions of the plates. The results obtained by the introduced polynomials gave nearly the same numerical results as those by the Timoshenko beam functions with the remarkable reduction of computational efforts especially in the dynamic sensitivity analysis.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.140-140
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• 2018

다수의 자연 하천은 사행의 형태를 가지고 있으며 자연 상태에서의 직선 하천 형태는 비율이 20% 이하이다. 이러한 하천의 사행 형상으로 인하여 편수위 발달, 횡방향 압력의 불균형, 그리고 수심차에 의한 원심력이 발생하여 이차류 흐름이 발생된다. 정확한 이차류 구현을 위해서는 3차원 모형을 사용하는 것이 바람직하나, 3차원 모형의 격자 구성과 사용에서는 상당한 시간 및 노력이 요구되기 때문에 수심적분 2차원 모형을 사용하면서도 이차류의 영향을 구현하기 위한 연구들이 이루어졌다. 본 연구에서는 이러한 이차류의 영향을 2차원 모형으로 구현하고자 하였으며 이를 위해 이차류 연직 분포에 대한 기존 연구를 검토하여 새로운 이차류 공식을 개발하였다. 그리고 한국건설기술연구원 하천실험센터의 실규모 실험을 통해서 이차류 공식에 사용되는 계수를 보정하였다. 이처럼 개발된 식은 이차원 수리해석 모형인 HDM-2D에 적용되었다. HDM-2D는 수심 적분된 2차원 운동량 방정식을 지배방정식으로 사용하는 수리해석모형으로서, 이차류의 영향을 반영하기 위하여 개발한 황방향 유속의 연직분포식을 분산 응력항에 대입하여 이차류에 의한 전단 효과를 구현하였다. HDM-2D 흐름 모의 수행 결과와 하천실험센터 실험결과와 비교하여 이차류 효과가 주 흐름 유속의 분포에 미치는 영향을 확인하였다. 분석 결과, 모의 결과는 실험에서 발생하는 유속의 주 흐름 분포가 바깥쪽으로 편중되는 현상을 적절하게 재현함을 알 수 있었다. 모의 결과를 통해 HDM-2D 모형이 이러한 이차류 영향을 구현할 수 있음을 확인하였으며, 사행수로에서 주 흐름분포의 재분배는 하천 환경에서 유사 이동 및 오염물 이동에 큰 영향을 미칠 것으로 판단된다.

• Bulletin of the Society of Naval Architects of Korea
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• v.26 no.4
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• pp.57-66
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• 1989

In this paper, a theory for the static analysis of large plastic deformations of 3-dimensional frames, aiming at application to the collapse analysis of ship structures, is presented. In the frame analysis formulation, effects of shear deformations are included. A plastic hinge is inserted into the field of a beam end, and post. failure deformation of the plastic hinge is characterized by finite rotations and extensions. In order to model deep web frames of ship's structures into a framed structures, collapse of thin-walled plate girders is investigated. The proposed analysis method is applied to several ship structural models in the references.

• Journal of Ocean Engineering and Technology
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• v.6 no.2
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• pp.103-112
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• 1992

The calculation method which takes into account the shear lag effects on the ultimate transverse bending moment of a SWATH(Small Waterplane Area Twin Hull) ship has been developed. In case of the ultimate bending strength analysis of conventional monohull ships and general box girder structures, the hypothesis that plane section remains plane after bending can be employed but not in the case of the structures having wide flange. For the ultimate bending strength analysis of such structures, a new method which can take into account the effect of shear lag on the ultimate bending strength has been developed by adopting more reasonable assumption that warping distortion of the section takes place inthe same way as the actual stress distribution. Finally, the proposed method has been applied to a a SWATH cross deck structure.

• Journal of the Earthquake Engineering Society of Korea
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• v.5 no.2
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• pp.113-124
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• 2001

이 연구는 철근콘크리트 구조물의 비탄성 거동을 파악하고 합리적이면서 경제적인 내진설계기준의 개발을 위한 자료를 제공하는데 그 목적이 있다. 정학하고 올바른 내진성능의 파악을 위하여 비탄선 해석프로그램을 사용하였다. 사용된 프로그램은 철근콘크리트 구조물의 해석을 위해서 유한요소법을 이용하여 개발된 RCAHEST이다. 재료적 비선형성에 대해서는 균열콘크리트에 대한 인장, 압축 전단모델과 콘크리트 소에 있는 철근모델을 조합하여 고려하였다. 이에 대한 콘크리트 균열모델로서는 분산균열모델을 사용하였다. 또한, 횡방향 구속철근으로 인한 강도의 증가 효과를 고려하였다.

• Water for future
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• v.13 no.4
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• pp.51-59
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• 1980

본 논문에 있어서 오염물질의 분산현상에 관한 해석은 활류의 전단효과에만 의존해온 과거의 연구와는 달리, fingering 현상과 2차류의 특성과의 관계로 고찰하는 것이 본 연구의 목적이다. finering 현상의 발달과정과 일반적인 제인자들을 결정하기 위해서, 횡방향속도분포와 속도변동은 taft법과 수색기포법에 의해서 측정하였고, 특히 농도의 유하상태는 laser-beam System을 사용해서 명확하게 측정하였다. 이 현상은 유동모델에 의한 2차류를 고려하므로써 명백하게 설명 할 수 있었다. 그 결과, 분산계수는 활류구조와 함께 단면내 2차류에 의해서도 강한 영향을 받는 것이 구명되었다. 또, 분산계수와 2차류와의 관계는 시행적으로 (5)식을 제시하였고, 한편 실용적으로는 유속, 수색, 수로폭, 조도등의 제수리량을 고려한 실험식 (8)을 제안하였다.

• Journal of KSNVE
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• v.10 no.1
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• pp.57-63
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• 2000

On the basis of the concept of strain energy-weighted dissipation, an enhanced model for predicting damping in laminates is presented. In this model, the influence of transverse shear on $90^{\circ}$ laminates has been included with those of in-plane stresses on beam. Also, an experimental damping measurement is conducted with changing the length and the thickness of laminated beam specimen for confirmation of the model prediction. The theoretical predictions in $90^{\circ}$laminates were reasonably compared with experimental data. The transverse shear reveals to have an influence on the damping, behavior in $90^{\circ}$ laminates.