• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.111-112
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• 2010

This study proposes a new methodology of earthquake damage evaluation for R/C Buildings combined with shear and flexural failure systems, based on non-linear required strength spectrum. Part I shows a concept of methodology of earthquake damage evaluation, which is estimated on the basis of system ductility, non-linear required strength spectrum and remaining seismic capacity ratio.

• Journal of the Korean Vacuum Society
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• v.3 no.1
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• pp.111-116
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• 1994

본 연구는 CdS, CdSe 분말을 불순물, flux와 혼합하여 질소 분위기에서 소결한 후 전자빔으로 증착하여 적절한 조건에서 열처리 하였다, 이 박막의 결정구조를 X-ray 회절 실험을 통하여 조사하고 제작된 CdS1-xSex 발광 소자의 전기적 특성은 Hall 효과 측정을 이용하고 광학적특성은 광발광 및 광전 류 스펙트럼, 감도, 최대 허용소비전력, 응답시간 등을 분서하교, 발광소자로서의 기능을 검토하였다.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.02a
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• pp.499-499
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• 2013

유기 발광 소자는 낮은 구동전압, 낮은 소비전력, 높은 명암비, 넓은 시야각 및 빠른 응답속도의 장점을 가지고 있기 때문에 전색 디스플레이에서 각광을 받고 있다. 고효율의 청색 유기 발광 소자를 제작하기 위해서 다양한 구조를 제작하고 있지만, 적색 및 녹색 유기 발광 소자에 비해 낮은 효율, 색 순도의 저하 및 짧은 수명으로 인한 문제점을 갖고 있기 때문에 이를 해결하기 위한 연구가 필요하다. 본 연구에서는 발광층내에 호스트 물질로 1.3-Bis(carbazol-9-yl) benzene (mCP)와 2-t-butyl-9,10-di-2-naphthylanthracene (TBADN)을 혼합하였고, 형광 도펀트인 4,40-Bis[4-(diphenylamino)styryl]biphenyl (BDAVBi) 또는 인광 도펀트인 bis(3,5-difluoro-2-(2-pyridyl) phenyl-(2-carboxypyridyl)iridium III (FIrpic)을 혼합한 발광층을 사용한 유기 발광 소자를 제작하여 전기적인 특성과 발광 효율을 관찰하였다. 유기 발광 소자의 정공 수송층 N,N,'-bis-(1-naphthyl)-N,N'-diphenyl1-1'-biphenyl-4,4'-diamine (NPB)와 정공 저지층 3-Benzidino-6-(4-chlorophenyl) pyridazine (BCP) 사이에 호스트 mCP와 도펀트 TBADN：BDAVBi를 혼합한 발광층의 혼합비율을 최적화 할 때 구동전압이 낮고, 발광효율이 증가됨을 확인하였다. 호스트 mCP에 도펀트를 혼합한 발광층에서는 호스트로 mCP 또는 TBADN만 사용하였을 때보다 전계발광 스펙트럼의 최대치가 청색 영역에서 나타남을 확인하였다. Commission Internationale de l'Eclairage (CIE) 측정을 통해, 호스트 mCP와 도펀트 TBADN : BDAVBi의 최적화된 혼합비에서 전압의 변동에 따른 CIE 값이 매우 안정적임을 확인하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.3
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• pp.106-115
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• 2011

This study proposed a new methodology for seismic capacity evaluation of low-rise reinforced concrete (RC) buildings based on non-linear required spectrum. In order to verify the reliability of the proposed method, relationships between results obtained using the proposed method and the non-linear dynamic analyses were investigated. Compared with the seismic protection index (Es=0.6) defined in the Japanese Standard, the applicability of the method was also estimated. Research results indicate that the method proposed in this study compares reasonably well with the detailed evaluation methods. Using the seismic evaluation method developed in this study, the seismic capacity category and earthquake damage degree of low-rise RC buildings corresponding to a specific earthquake level can be effectively estimated.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.396.1-396.1
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• 2014

백색 유기발광소자는 빠른 응답속도, 높은 색재현율 및 높은 색안정성의 특성으로 차세대 친환경 백색 광원으로 많은 주목을 받고 있다. 유기발광소자와 양자점을 혼합하여 사용한 백색 유기발광소자는 양자점의 높은 색순도와 고효율의 장점을 가지고 있기 때문에 연구가 활발하게 진행되고 있다. 녹색 및 적색 양자점을 색변환층으로 이용한 백색 유기발광소자는 두 양자점의 혼합 비율에 따라 연색성 및 색안정성이 변화하기 때문에 이에 관련 된 연구가 필요하다. 본 연구에서는 높은 색안정성을 가지는 백색 유기발광소자를 제작하기 위해 청색 유기발광소자 위에 용액 공정으로 녹색 및 적색 빛을 방출하는 CdSe/ZnS 양자점을 포함하는 색변환층을 도포했다. 녹색 및 적색 양자점은 250 nm부터 500 nm의 넓은 광 흡수대역을 가지고 있기 때문에 465 nm의 청색 발광소자의 빛을 흡수하여 각각 적색과 녹색 발광을 할 수 있다. 녹색 및 적색 양자점의 혼합 비율에 따른 광발광 스펙트럼 측정 결과를 통해 녹색 및 적색 양자점의 최적 혼합 비율이 7:3임을 확인하였다. 최적의 혼합 비율을 사용하여 제작 된 백색 유기발광소자의 전기적 및 광학적 특성을 전류-전압 측정과 전계발광 측정으로 비교 분석하였다. 9 V에서 14 V로 전압이 변화하는 동안 백색 유기발광소자의 색좌표의 변화는 (0.35, 0.33)에서 (0.35, 0.32)로 높은 색안정성을 나타냈다. 본 연구 결과는 유기발광소자와 양자점을 혼합하여 사용한 백색 유기발광소자의 높은 색안정성에 대한 기초자료로 활용할 수 있다.

• Transactions of the Korean Society of Pressure Vessels and Piping
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• v.16 no.1
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• pp.30-36
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• 2020

In SMART, the flow mixing header assembly (FMHA) is used to mix the coolant flowing into the reactor core to maintain a uniform temperature. The FMHA is designed to have enough stiffness so the resonance with reactor internal structures does not occurs during the pipe break and the seismic accidents. Since the gap between the FMHA and the core support barrel assembly is very narrow compared with the diameter of FMHA, the hydrodynamic mass effect acting on the FMHA is not negligible. Therefore the hydrodynamic mass characteristics on the FMHA are investigated to consider the fluid and structure interaction effects. The result of modal analysis for the dry and underwater conditions, the natural frequency of primary vibration mode for the horizontal direction is reduced from 136.67 Hz to 43.76 Hz. Also the result of frequency response spectrum seismic analysis for the dry and underwater conditions, the maximum equivalent stress are increased from 13.89 MPa to 40.23 MPa. Therefore, reactor internal structures located in underwater condition shall consider carefully the hydrodynamic mass effects even though they have sufficient stiffness required for performing its functions under the dry condition.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.302.2-302.2
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• 2014

유기발광소자는 고휘도, 넓은 시야각, 빠른 응답속도, 높은 색재현성, 좋은 유연성의 소자 특성 때문에 디스플레이 제품에 많이 응용되고 연구가 활발하게 진행되고 있다. 최근에 저소비전력, 고휘도, 소형화 및 장수명의 장점을 가진 유기발광소자의 상용화가 진행되면서 차세대 디스플레이소자로서 관심을 끌게 되었다. 최근에는 고효율의 장점을 가지는 무기 형광체와 양자점을 이용한 백색 유기발광 소자에 대한 연구가 활발하게 진행되고 있으나 색 안정성이 좋지 않은 문제점이 있다. 본 연구에서는 적색 빛을 방출하는 CdSe/ZnS 양자점과 녹색 빛을 방출하는 YAG:Ce3+ 무기 형광체를 포함하는 polymethylmethacrylate (PMMA)를 색변환층으로 이용하여 청색 유기발광소자에 결합한 백색 유기발광소자를 제작하였다. CdSe/ZnS 양자점과 YAG:Ce3+ 무기 형광체의 광흡수대역은 250 nm에서 500 nm이므로 470 nm의 청색 발광소자의 청색 빛을 흡수하여 색변환층에서 재 발광할 때 색 변환 결과를 무기 형광체와 양자점의 여러 가지 혼합 비율에 따라 전계발광 스펙트럼을 통해 관측하였다. 또한, 전압을 12 V 에서 16 V까지 변화하였을 때 색좌표가 (0.32, 0.34)에서 (0.30, 0.33)으로 적은 변화를 보여 높은 색안정성을 확인 할 수 있었다. 이 연구 결과는 양자점과 무기 형광체를 혼합한 색변환층을 이용한 백색 유기발광소자의 색 변환 효율 증가와 색안정성에 대한 기초자료로 활용할 수 있다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.5
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• pp.124-135
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• 2011

The capacity of bearings installed at abutments and piers for continuous bridges is usually determined by the magnitude of the maximum vertical reaction at each support and the capacity of bearings placed at piers is higher than that at abutments. In this study, the possibility of the improved seismic performance of base-isolated continuous skew bridges was investigated by analysing the variation of the seismic behavior of them according to three arrangements of bearings. Based on the conventional arrangement of bearings(Case A), three arrangements of bearings such as Case A, Case B and Case C were selected considering the variation of the horizontal stiffness of the lead rubber bearing(LRB) installed at the pier. The seismic behavior of the total 36 skew bridges was investigated by conducting the response spectrum analysis using the hybrid response spectrum considered the effect of LRB's damping. Results of analyses show that a more desirable seismic behavior of base-isolated continuous skew bridges can be obtained by reducing the magnitude of the horizontal stiffness of LRB placed at the pier to similar to or less than that of LRB installed at abutments. The variation of LRB's stiffness at the pier brings about period elongation and the change of mode shapes of base-isolated skew bridges and results in the reduction of the total base shear, the maximum base shear at the pier and the girder stresses. Although positive effects on the seismic behavior of base-isolated skew bridges caused by the change of arrangement of bearings decreased slighty with an increase in the flexibility of the substructure, the proposed arrangements of bearings bring about the improved seismic performance of base-isolated continuous skew plate girder bridges with less than 10m height of piers.

• Journal of the Korea Concrete Institute
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• v.19 no.5
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• pp.529-537
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• 2007

The purpose of this study is to discuss how strength and ductility of each system in low-rise reinforced concrete buildings composed of extremely brittle, shear and flexural failure lateral-load resisting systems have influence on seismic capacities of the overall system, which is based on nonlinear seismic response analyses of single-degree-of-freedom structural systems. In order to simulate the triple lateral-load resisting system, structures are idealized as a parallel combination of two modified origin-oriented hysteretic models and a degrading trilinear hysteretic model that fail primarily in extremely brittle, shear and flexure, respectively. Stiffness properties of three models are varied in terms of story shear coefficients, and structures are subjected to various ground motion components. By analyzing these systems, interaction curves of demand strengths of the triple system for various levels of ductility factors are finally derived for practical purposes. The result indicates that demand strength levels derived can be used as a basic information for seismic evaluation and design criteria of low-rise reinforced concrete buildings having the triple lateral-load resisting system.

• Science of Emotion and Sensibility
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• v.13 no.1
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• pp.121-128
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• 2010

This study is to analyze change of connectivity between brain positions caused by relaxation through EEG coherence. EEG spectrum analysis method has been used to analyze brain activity when relaxation was experienced. However, the spectrum analysis method has a limit that could not observe interactive reaction between brain-functional positions. Therefore, coherence between positions was analyzed to observe connectivity between the measurement positions in this study. Through the method, the reaction of the central nervous system caused by the emotion change was observed. Twenty-four undergraduates of both genders(12 males and 12 females) were asked to close their eyes and listen to the sound. During experiment, EEG was measured at eight positions. The eight positions were F3, F4, T3, T4, P3, P4, O1, and O2 in accordance with International 10-20 system. The sounds with white noise and without were used for relaxation experience. Subjective emotion was measured to verify whether or not they felt relaxation. Subjective emotion of participants were analyzed by ANOVA method(Analysis of Variance). In the result, it was proved that relaxation was subjectively evoked when participants heard sound. Accordingly, it was proved that relaxation could be enhanced by the mixed white noise. EEG coherence between the measurement positions was analyzed. T-test was performed to find its significant difference between relaxation and not-relaxation. In the results of EEG coherence, connectivity with occipital lobes has been increased with relaxation, and connectivity with parietal lobes has been increased with non-relaxed state. Therefore, brain connectivity has shown different pattern between relaxed emotion and non-relaxed emotion.