• Journal of the Korea Concrete Institute
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• v.24 no.5
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• pp.517-524
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• 2012

In this study, the effects of the inelastic shear behavior of beam-column joint and the vertical distribution of lateral load are evaluated considering higher modes on the response of RC OMRF using the pushover analysis. A structure used for the analysis was a 5-story structure located at site class SB and seismic design category C, which was designed in accordance with KBC2009. Bending moment-curvature relationship for beam and column was identified using fiber model. Also, bending moment-rotation relationship for beam-column joint was calculated using simple and unified joint shear behavior model and moment equilibrium relationship for the joint. The results of pushover analysis showed that, although the rigid beam-column joint overestimated the stiffness and strength of the structure, the inelastic shear behavior of beam-column joint could be neglected in the process of structural design since the average response modification factor satisfied the criteria of KBC2009 for RC OMRF independent to inelastic behavior of joint.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.6
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• pp.23-32
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• 2007

This study developed an analytical model for predicting nonlinear behavior of PT flat plate frames having slab-column connections with and without slab bottom reinforcement passing through the column. The developed model can predict the failure sequence until punching failure occurs. For verifying the analytical model, the test results of PT flat plate slab-column connections were compared with the results of the analysis. Moreover, the results of static pushover test and shaking table test of 2 story PT flat plate frame were compared with analysis results. For evaluating seismic performance of PT flat plate frame, this study conducted nonlinear response history analysis of the 2 story PT flat plate frame with and without slab bottom reinforcement passing through the column under 1940 El Centro ground motion scaled to have pseudo spectral acceleration of 0.3, 0.5, and 0.7g at the fundamental period of the frame. This study observed that as ground motion is more intense, seismic demands for the frame having the connections without slab bottom reinforcement passing through the column are larger than those without slab bottom reinforcement.

• Journal of Korean Society of Steel Construction
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• v.23 no.2
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• pp.169-177
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• 2011

This paper presents the results of the systematic finite element analysis of the in-plane bending moment of T-joints subjected to cyclic loadings. T-joints were fabricated using high-strength, circular, hollow sections. Three-dimensional, nonlinear finite element models of the welded T-joints were constructed to investigate the strength, rotational-stiffness characteristics, and failure modes. A wide scope of structural behaviors explain the influence of the joint geometric parameters, such as the chord and brace wall slenderness ratios and the ratio of the brace to the chord diameter, as well as the yield strength ratios and compressive-chord-stress effects on the ultimate in-plane bending moment capacity of the T-joint.

• Proceedings of the Earthquake Engineering Society of Korea Conference
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• 2005.03a
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• pp.220-227
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• 2005

최근에 수행된 철골모멘트 접합부의 실험 및 해석결과에 의하면, 기둥으로 각형강관을 가진 접합부가 H형강을 기둥으로 사용하는 접합부에 실험체에 비해서 조기에 스캘럽 단부에서 취성파단이 발생하는 열등한 변형능력을 나타냈다. 이는 각형강관 기둥의 면외변형에 따른 보 웨브의 모멘트 전달효율의 저하, 스캘럽이 가지는 노치효과 및 합성보의 구속효과가 주요원인으로 밝혀졌다. 실험결과는 또한 개선된 수평스티프너로 하부 플랜지를 보강한 실험체는 우수한 변형능력을 가짐을 보였다. 본 연구에서는 이러한 영향을 고려하여, 다양한 수평스티프너로 보강된 접합부에 관한 유한요소해석을 실시하였다. 해석결과를 바탕으로 파일럿 테스트를 실시한 결과, 수평스티프너로 보강된 RBS 접합부 (SR)와 연장된 수평스티프너를 가진 접합부(LH)는 우수한 변형능력을 보였다.

• Proceedings of the International Microelectronics And Packaging Society Conference
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• 2003.11a
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• pp.251-255
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• 2003

탄화규소 반도체에 대한 오옴성 금속 접촉 성질을 조사하기 위해 3종류의 금속 (Ni, Co, Cu)을 세척한 탄화규소 반도체 위에 직접 증착하여 전기적 성질을 조사 비교하였다. 이들 금속에 대한 오옴성 성질은 금속종류 뿐만 아니라 열처리조건에 대해서도 크게 좌우됨을 알 수 있었다. 열처리는 급속열처리 장치를 이용한 진공상태 및 환원 분위기에서 2-step 방법으로 시행하였다. 접합비 저항은 TLM 구조를 만들었으며 면저항$(R_s)$, 접촉저항$(R_c)$, 이동거리$(L_T)$, 패드간거리(d), 저항$(R_T)$ 값을 구하면 접합비저항$(\rho_c)$ 값을 구하여 알려진 계산식에 의해 추정하였다. 가장 양호한 결과는 Cu 금속에 의한 접촉 결과이었으며 접합비저항$(\rho_c)$은 $1.2\times10^{-6}{\Omega}cm^2$의 낮은 값을 얻을 수 있었다. 열처리는 진공보다 환원분위기에서 수행한 시편이 양호한 전기적 성질을 가짐을 알 수 있었다.

• Journal of Biomedical Engineering Research
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• v.5 no.2
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• pp.143-148
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• 1984

비접합성 골절의 치료를 위한 전기적인 방법으로는 관혈적이 방법, 부분적으로 관혈적인 방법, 비관혈적인 방법 들이 있는데, 비관혈적인 방식은 다른 방법들과는 달리 수술 등 외과적 처기 등이 필요하지 않을뿐더러 환자에게도 가장 안전한 방식이다. 본 논문에서는 유도 결합 현상을 이용한 반관혈적인 전기 자기 자극기를 설계, 제작하였으며, 임상 실험 겨과 좋은 결과를 보이고 있다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.12 no.3
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• pp.363-370
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• 1999

This study presented an modeling method for the connections in mixed structure with reinforced concrete columns and steel beam using finite element method. The contacting surfaces between concrete and steel are modeled using master-slave contact algorithm and the incompatible mode elements were used in the steel tube subjected to bending. The characteristics of mixed structure was that diaphragm was used for transferring force from beam to column. The three dimensional nonlinear analysis was performed and the analytical results compared with experimental results in order to prove modeling method.

• Journal of Korean Society of Steel Construction
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• v.14 no.6
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• pp.835-843
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• 2002

The goal of this paper is to understand the stress-transfer mechanism of concrete-filled tubular column to H-beam connection with external T stiffener through the elasto-plastic finite element method and to offer basic data for the design of T stiffener. For the accuracy, analysis results are compared with experimental results. It makes use of several stress and strain indices to understand the stress-transfer mechanism of connection. An alternative plan that decreases the stress concentration of beam flange to horizontal stiffener connection is proposed through the elasto-plastic finite element method.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.482.2-482.2
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• 2014

최근 고효율 실리콘 태양전지 제작을 위해 다양한 연구가 진행되고 있다. 이온주입법을 이용한 PN 접합 형성은 기존의 확산법에 비해 표면과 실리콘 기판 내부에서 도펀트 조절이 용이하다는 장점에 의해 주목 받고 있다. 하지만, 이온주입법으로 도펀트를 주입할 경우, 도펀트와 기판의 충격으로 비정질 상과 결정 결함이 형성된다. 결정 결함은 생성된 전자와 정공의 재결합 준위로 작용하기 때문에 적절한 이온주입 조건과 후 열처리를 통해 높은 특성을 갖는 PN접합층을 형성하여야 한다. 본 실험에서는 보론 도핑된 p형 실리콘 기판에 인을 주입하였다. 인 이온 주입 시 가속전압과 열처리 조건을 달리하여 전기적 특성을 관찰하였으며, 태양전지 에미터층으로의 적용 가능성을 조사해 보았다.

• Journal of Korean Society of Steel Construction
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• v.19 no.6
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• pp.655-661
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• 2007

A new steel connection method using wedges known as Self-Locking Connector has been developed. In this study, experimental investigation was conducted to verify the seismic performance of steel beam-to-column joints with Self-Locking Connectors. Cyclic-loading tests were performed on two beam-to-column joints with Self-Locking Connectors. The two beam-to-column joint specimens were of the cantilever-type and had the same details. Test results showed that beam-to-column joints with Self-Locking Connectors were able to developa total rotation capacity of 0.06 radian, which is greater than the 0.04 radian required for Special Moment Frames. Moreover, their energy absorption capacity was much greater than that of conventional joints.