• 국제초고층학회논문집
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• 제3권2호
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• pp.107-120
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• 2014

A Reinforced concrete (RC) shear wall system with coupling beams has been known as one of the most promising structural systems for high-rise buildings. However, significantly large flexural and/or shear stress demands induced in the coupling beams require special reinforcement details to avoid their undesirable brittle failure. In order to solve this problem, one of promising candidates is frictional hysteretic energy dissipating devices (HEDDs) as an alternative to the coupling beams. The introduction of frictional HEDDs into a RC shear wall system increases energy dissipation capacity and maintains the frame action after their yielding. This paper investigates the strength demands (specifically yield strength levels) with a maximum allowable ductility of frictional HEDDs based on comparative non-linear time-history analyses of a prototype RC shear wall system with traditional RC coupling beams and frictional HEDDs. Analysis results show that the RC shear wall systems coupled by frictional HEDDs with more than 50% yield strength of the RC coupling beams present better seismic performance compared to the RC shear wall systems with traditional RC coupling beams. This is due to the increased seismic energy dissipation capacity of the frictional HEDD. Also, it is found from the analysis results that the maximum allowable ductility demand of a frictional HEDD should increase as its yield strength decreases.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권3호
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• pp.652-669
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• 2014

This paper concerns the kinematic characteristics of a coupling device in a deep-seabed mining system. This coupling device connects the buffer system and the flexible pipe. The motion of the buffer system, flexible pipe and mining robot are affected by the coupling device. So the coupling device should be considered as a major factor when this device is designed. Therefore, we find a stable kinematic device, and apply it to the design coupling device through this study. The kinematic characteristics of the coupling device are analyzed by multi-body dynamics simulation method, and finite element method. The dynamic analysis model was built in the commercial software DAFUL. The Fluid Structure Interaction (FSI) method is applied to build the deep-seabed environment. Hydrodynamic force and moment are applied in the dynamic model for the FSI method. The loads and deformation of flexible pipe are estimated for analysis results of the kinematic characteristics.

• Steel and Composite Structures
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• 제7권4호
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• pp.279-301
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• 2007

When coupling beams are proportioned appropriately in coupled core wall (CCW) systems, the input energy from ground motions is dissipated primarily through inelastic deformations in plastic hinge regions at the ends of the coupling beams. It is desirable that the plastic hinges form at the beam ends while the base wall piers remain elastic. The strength and stiffness of the coupling beams are, therefore, crucial if the desired global behavior of the CCW system is to be achieved. This paper presents the results of nonlinear response history analysis of two 20-story CCW buildings. Both buildings have the same geometric dimensions, and the components of the buildings are designed based on the equivalent lateral force procedure. However, one building is fitted with steel coupling beams while the other is fitted with diagonally reinforced concrete coupling beams. The force-deflection relationships of both beams are based on experimental data, while the moment-curvature and axial load-moment relationships of the wall piers are analytically generated from cross-sectional fiber analyses. Using the aforementioned beam and wall properties, nonlinear response history analyses are performed. Superiority of the steel coupling beams is demonstrated through detailed evaluations of local and global responses computed for a number of recorded and artificially generated ground motions.

• 콘크리트학회논문집
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• 제27권6호
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• pp.661-668
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• 2015

병렬전단벽시스템은 횡력저항에 있어서 효율적인 구조시스템이지만, 각 독립벽체를 연결하는 연결보의 복잡한 철근상세로 인해 시공상의 어려움이 있다. ACI-318에서는 개선된 철근상세를 제안했지만, 이 또한 과도한 횡보강근으로 인해 대각철근의 중심부의 철근 배근 혼잡으로 인해 현장 적용에 어려움이 따른다. 본 연구에서는 프리캐스트를 통하여 철근 배근 오차 및 콘크리트 품질 등의 저하를 줄이고 ACI 318-11의 개선된 상세에 따른 기준 실험체와 일반대각철근을 묶음대각철근으로 대체한 철근콘크리트 연결보의 이력거동을 비교 평가하였다. 그 결과, 묶음대각철근을 적용한 실험체는 현행기준에 따른 연결보와 비교하여 유사한 이력거동을 나타냈고, 더 우수한 에너지소산능력을 나타냈다. 묶음대각철근을 적용한 철근콘크리트 연결보가 현행기준에 따르는 연결보를 대체하여 현장적용이 가능할 것으로 판단된다.

• 한국콘텐츠학회논문지
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• 제15권2호
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• pp.344-351
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• 2015

본 논문은 치과에서 많이 사용되고 있는 silane coupling agent로 표면 처리한 의치상 레진과 자가중합 레진 간의 전단 결합력에 미치는 영향에 대해 알아보고자 하였다. 의치상 레진에 silane coupling agent 농도별 표면 처리 후 자가중합레진을 주입하여 전단결합강도를 측정하였다. Silane coupling agent(MPS)의 농도별 표면 처리에 따른 의치상 레진과 자가중합레진 간의 전단결합강도에서는 Vertex self curing resin에서 5%, 7%에서 유의적으로 높게 나타났고(P<0.05), Kooliner에서는 5%에서 유의적으로 가장 높게 나타났다(P<0.05). 따라서 의치상 레진과 자가중합레진 사이에 MPS 5%를 이용한 표면처리가 전단결합강도에 효과적으로 영향을 미치는 것이라 사료된다.

• 한국화재소방학회논문지
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• 제33권1호
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• pp.121-129
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• 2019

현재 우리나라에서는 성능위주설계 시 시뮬레이션을 통한 인명안전성평가를 의무적으로 수행해야한다. 일반적으로 시뮬레이션을 통한 인명안전성평가 방식에는 3가지 종류가 있다. (1)화재 피난시뮬레이션을 각각 독립수행하여 특정지점에서의 ASET과 RSET을 비교하는 논커플링방식(non-Coupling)과 (2)화재 피난시뮬레이션의 결과값의 화면을 겹쳐보는 세미커플링방식(semi-Coupling), (3)화재시뮬레이션의 결과인 화재의 영향을 피난시뮬레이션에서 연동하여 수행하는 커플링수행방식(Coupling)이다. 이 중 현재까지 국내 모든 설계자들은 논커플링방식을 사용해왔다. 논커플링방식은 특정지점에서 ASET과 RSET을 비교하는 방법인 만큼 특정지점의 위치를 설정하는 것이 중요하다. 하지만 특정지점위치설정에 대한 별다른 규정이 없어 설계자의 경험과 지식을 바탕으로 정해지고 있다. 즉, 설계자에 따라 특정지점의 수, 위치가 달라져 인명안전성평가의 결과가 달라질 수 있다는 것이다. 따라서 본 연구에서는 논커플링 방식, 세미커플링방식, 커플링수행방식 3가지의 방법으로 인명안전성평가를 진행하여 결과를 비교하여 그 차이점을 파악하고, 시뮬레이션 수행 방식에 있어 개선방안을 제안하고자 한다.

• 동의생리병리학회지
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• 제18권3호
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• pp.874-879
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• 2004

Alakaline phosphatase (ALP)- or horseradish peroxidase (HRP)-antibody conjugate was used frequently on the immunological detection methods such as enzyme-linked immunosobent assay (ELISA), immunobolt, immunohistochemistry. The classical enzyme-antibody coupling method by one-step (direction) injection of glutaraldehyde bring into being disadvantage such as low sensitivity of antigen detection because of homopolymers. This study was modified with the dialysis glutaraldehyde method to provide simple coupling through E-amino residues present in most protein. The dialysis glutaraldehyde coupling effects were better than the classical one-step glutaraldehyde injection in antigen detection of ELISA and immunobolt. Optimal dose of the dialysis glutaraldehyde solution was 0.10-0.25 %. This results suggest that the dialysis glutaraldehyde coupling method can readily applied to antigen detection of in vitro and in vivo.

• Journal of Electrical Engineering and Technology
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• 제10권1호
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• pp.320-324
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• 2015

Mutual coupling between antenna elements of a linear microstrip patch antenna array positioned along the H-plane including the effect of edge reflections is investigated. Simple formulas are presented for the estimation of the grounded dielectric substrate size with minimum mutual coupling. The substrate sizes calculated by these formulas are in good agreement with those obtained by the full-wave simulation and experimental measurement. The substrate size with minimum mutual coupling is a function of the effective dielectric constant for surface waves and the distance between the antenna centers. The substrate size with minimum mutual coupling decreases as the effective dielectric constant for surface waves on a finite grounded dielectric substrate increases.

• 전력전자학회:학술대회논문집
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• 전력전자학회 2016년도 전력전자학술대회 논문집
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• pp.231-232
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• 2016

This paper investigates the design of multi-winding coupled inductor for minimum inductor current ripple. Based on the general circuit model of coupled inductor together with the operating principles of dc-dc converter, the relationship between the ripple size of inductor current and the coupling factor is derived under the different duty ratio. The optimal coupling factor of n-phase multi-winding coupled inductor which corresponds to a minimum inductor ripple current becomes -(1/n-1), i.e. a complete inverse coupling without leakage inductance, as the duty ratio of steady-state operating point approaches 1/n, 2/n, ${\cdots}$ or (n-1)/n. In an opposite manner, the optimal coupling factor value of zero, i.e. zero mutual inductance, is required when the duty ratio of steady-state operating point approaches either zero or one. Therefore, coupled inductors having optimal coupling factor can minimize the ripple current of inductor and inductor size.

• 한국세라믹학회지
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• 제38권7호
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• pp.608-614
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• 2001

수지결합질 탄소재의 사출성형시 중요한 요소는 열유변학적 거동이다. 수지결합질 탄소재의 열유변성, 기계적 물성은 충진제(흑연)의 표면상태에 영향을 받는다. Coupling 처리에 의한 충진제의 표면개질은 binder와의 젖음성과 호환성 등에 영향을 미쳐 수지결합질 탄소재의 특성을 향상시킨다. 본 연구에서는 충진제의 표면개질을 위해 실란 coupling 처리하였다. 충진제의 표면에 코팅된 실라놀은 FT-IR과 침수거동 관찰결과 충진제 표면에 단층으로 코팅되었음을 보였다. Coupling 처리는 충진제 표면에 활성을 가함으로써 수지결합질 탄소재의 열유변학적 거동과 기계적 물성에 기여하였다.