• 한국광학회지
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• 제29권6호
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• pp.247-252
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• 2018

본 논문에서는 200 mW 이하의 낮은 펌핑 조건의 다이오드 펌프 세슘 증기 셀에서 약한 신호광 증폭을 보고한다. 고효율 증폭효과를 얻기 위해서 펌프빔과 신호빔을 하나의 단일 모드 광섬유로 통과시켜 세슘 증기 셀 내부에서 완전히 겹치도록 하였다. 우리는 약한 신호광의 증폭 정도를 셀의 온도, 신호광의 세기, 펌프광의 세기에 따라 조사하였다. 증기 셀의 온도 $115^{\circ}C$, 신호광의 출력 0.1 mW, 그리고 펌프광의 출력 200 mW인 조건에서 56배의 증폭효과를 얻을 수 있었다.

• Earthquakes and Structures
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• 제16권5호
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• pp.611-623
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• 2019

A set of mid-rise bare and uniformly infilled reinforced-concrete frame buildings are analyzed for two different seismic intensities of ground-motions (i.e., 'Design Basis Earthquake' and 'Maximum Considered Earthquake') to study their floor response. The crucial parameters affecting seismic design force for acceleration-sensitive non-structural components are studied and compared with the guidelines of the European and the United States standards, and also with the recently developed NIST provisions. It is observed that the provisions of both the European and the United States standards do not account for the effects of the period of vibration of the supporting structure and seismic intensity of ground-motions and thereby provides conservative estimates of the in-structure amplification. In case of bare frames, the herein derived component amplification factors for both the design basis earthquake and the maximum considered earthquake exceeds with their recommended values in the European and the United States standards for non-structural components having periods in vicinity of the higher modes of vibration, whereas, in case of infilled frames, component amplification factors exceeds with their recommended value in the European standard for non-structural components having periods in vicinity of the fundamental mode of vibration, and only for the design basis earthquake. As a consequence of these observations, as well as capping on the design force (in case of United states standard and NIST provisions), in case of the design basis earthquake, the combined amplification factor is underestimated for non-structural components having periods in vicinity of the higher modes of vibration of bare frames, and also for non-structural components having periods in vicinity of the fundamental mode of vibration of infilled frames. At the maximum considered earthquake demand, excepting non-structural components having periods in vicinity of the higher modes of vibration of bare frames, all provisions generally provide conservative estimates of the design floor accelerations.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2003년도 The Fifth Asian Computational Fluid Dynamics Conference
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• pp.166-166
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• 2003

• 한국해안·해양공학회논문집
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• 제23권6호
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• pp.414-421
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• 2011

경사입사파 내습시 직립구조물의 마루높이 산정을 위해 기존 연구의 대부분은 입사각에 따른 월파량 저감계수를 제시하였다. 그러나 기존 연구에서 파랑증폭과 월파의 공간적 분포는 고려하지 않았다. 본 연구에서는 직립구조물을 따른 파랑 증폭현상에 의한 월파의 공간적분포를 실험적으로 검토하였다. 실험결과에 의하면, 직립구조물 시점으로부터 유의파 파장 기준 3파장까지 구간은 직각입사와 동일한 방법으로 마루높이를 산정하고, 그 이후 구간에 대해서는 파랑의 증폭과 월파의 공간적 분포를 고려한 월파량 저감계수를 사용하는 것이 합리적인 것으로 검토되었다.

• 정보처리학회논문지:컴퓨터 및 통신 시스템
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• 제11권12호
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• pp.419-428
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• 2022

플래시 메모리는 in-place 수정이 불가능한 특성을 가지기 때문에 out-of-place 방식으로 쓰기 작업을 수행한다. 덮어쓰기가 발생한 오래된 페이지는 유효하지 않은 페이지로 전환된다. 유효하지 않은 페이지들은 높은 오버헤드를 가진 가비지 컬렉션 과정을 유발한다. 가비지 컬렉션은 많은 읽기, 쓰기 작업을 유발하기 때문에 플래시 메모리의 주요 성능 이슈 중 하나이다. 2R에서는 OLTP(On-Line Transaction Process) 워크로드의 I/O 특성을 가비지 컬렉션 알고리즘에 적용하여 WAF(Write Amplification Factor)를 개선하였다. 본 논문에서는 접근 간격이 긴 페이지들을 추가로 분리하는 2R++를 통해 2R에서 발생하는 지역 오염 문제를 해결했다. 2R++는 블록 당 추가 bit를 도입해 second chance mechanism 기반으로 warm 페이지를 분리해서 warm 페이지가 cold 페이지로 오인 식별되는 것을 방지한다. TPC-C와 Linkbench에 대해 알고리즘 별 성능 비교 실험을 진행하였고, 그 결과 2R++의 WAF는 2R대비 각각 57.8%, 13.8%의 개선을 이루어냈음을 확인했다.

• 유통과학연구
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• 제14권6호
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• pp.89-98
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• 2016

Purpose - This article tackles risk communication issues and aims to address the characteristics of MERS risk information distribution in South Korea, and secondly to examine the communicative behavior of the public health authority in terms of the quality of communication strategies. Thirdly, the study attempts to figure out the risk communication to cope with MERS through the applications of SMCRE model in chronological order. We employ the social amplification of risk framework for analyzing the emergent public response as one of the main approaches. Research Design, Data and Methodology - The main framework of this study is theoretically based on the social amplification of risk, which describes signals about risk transmitted and processed by individuals and social groups. The model also reflects the interactions between social groups and institutes about disaster-related risk issues, which are potential amplifiers or attenuators of communication signals. S-M-C-R-E Model is methodologically employed to examine the social amplification for MERS risk information in each period, which we defined operationally. The proposed methodology allows the assessment of effectiveness and ineffectiveness on risk communication to be conceptualized as a countermeasure against disasters. The paper focuses on exploring how social risk amplification can be applied and organized in each stage. Results - The SMCRE model describes the exchange of risk information and is also applied to all forms of communication between stakeholders including public health authority, local government and media. Each factor of risk communication includes source, message, channel, receiver and effect. The results support that the effective risk communication involves not only the improved reliability of public health authority as a key factor of risk communication, but also a close cooperation and good collaboration with local governments. It does not seem to be possible that the government-initiated risk communication based on controllability and management cope effectively with infectious disease in early stage. The results of this study imply that the shared risks between local, regional and national authorities can enhance risk communication system. Conclusions - The study supports that the disparities in how disaster-related risk information is interpreted and coded, have made effective risk communication and public sense-making impeded. Our findings support a more communicative discussion about the role of risk information sharing between governments for the improvement of emergency management and underline the importance of social elements in the risk communication, such as relationship and trust building. Findings suggest that trust building between stakeholders could be added to help explain the processes of social amplification and attenuation of risk. It would be recommended that the continuous risk communication with all the involved stakeholders will be able to help national health promotion policy to be improved regarding emergency management. Furthermore, risk communication has to be a scientific approach for the communication pertaining to potentially sensitive or controversial situations with public concerns and low public trust.

• 한국해양공학회지
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• 제30권4호
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• pp.260-267
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• 2016

Considering the effect of dynamic response amplification, a reliability analysis of an offshore wind turbine support structure under an earthquake is presented. A reliability analysis based on the dynamic response requires a large amount of time when using not only a level 3 approach but also level 2 such as a first order reliability method (FORM). Moreover, if a limit state is defined by using the maximum stress at a structural joint where stress concentration occurs, a three-dimensional element should be used in the finite element analysis. This makes the computational load much heavier. To deal with this kind of problem, two techniques are suggested in this paper. One is the application of a quasi-static structural analysis that takes the dynamic amplification effect into account. The other is the use of a stress concentration factor to estimate the maximum local stress. The proposed reliability analysis is performed using a level 2 FORM and verified using a level 3 simulation approach.

• Asian Pacific Journal of Cancer Prevention
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• 제15권18호
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• pp.7597-7602
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• 2014

Background: Amplification and overexpression of human epidermal growth factor receptor 2 (HER2/neu) oncogene has considerable prognostic value in breast and gastric cancers. This study aimed to evaluate the frequency, overexpression pattern, clinical significance, and concordance between the results for protein expression and gene amplification of HER-2/neu in gastric and gastro-esophageal junction carcinomas. Materials and Methods: In this study, 101 gastric tissue samples which were included in tissue microarray were immunohistochemically examined for overexpression of HER2/neu. Chromogenic in situ hybridization (CISH) was used for HER-2/neu amplification. The correlation of HER2/neu amplification with clinicopathological parameters was also assessed. In addition, concordance between CISH and IHC was detected. Results: This study demonstrated a significant difference in the overexpression of HER2/neu in gastric tumors. The overexpression of HER2/neu was significantly higher in intestinal type, poorly differentiated grade, large size ($5cm{\leq}$) and positive nodal involvement tumors (p-value=0.041, 0.015, 0.038 and 0.071, respectively). Also, amplification of HER2/neu according to CISH test, had a significant positive correlation with tumor size and tumor type (p-value=0.018 and 0.058, respectively).Concordance between CISH and IHC was 76.9% in 101 evaluable samples. Conclusions: IHC/CISH differences were attributed to basolateral membranous immunoreactivity of glandular cells resulting in incomplete membranous reactivity and/or a higher rate of tumor heterogeneity in gastric cancers compared to breast cancers. Therefore, this can be a potential marker for targeted therapy of malignant gastric tumors.

• 자원환경지질
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• 제41권2호
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• pp.225-242
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• 2008

이 연구에서는 coda파 스펙트럼 비를 이용하여 한반도 남부의 광대역 지진관측소 23개소에 대한 부지효과를 추정하였다. 원리적으로 부지효과는 지진원과 전달과정중의 감쇠효과를 제외한 관측소 하부에서의 순수한 증폭효과만을 의미한다. 그러나 이 연구에서 구한 부지효과는 모든 관측소의 평균값에 대한 상대적인 부지증폭률과 같다. 2001년 1월부터 2007년 1월 사이에 발생한 규모 2.5부터 5.1까지의 지진 35개로부터 기록된 500개의 3성분 파형이 부지증폭효과를 얻기 위해 사용되었다. 부지증폭률은 중심주파수를 0.2, 0.5, 1,2, 5, 10, 15, 및 20 Hz로 하는 주파수대역에 대해서 계산하였다. 횡단성분과 방사성분의 수평 2성분에 대한 부지증폭률은 모든 주파수 대역에서 서로 일치하나, 수직성분의 증폭률은 수평성분에 비하여 일관되게 낮게 나타났다. 또한 증폭률은 저주파 보다는 고주파에서 일반적으로 증폭의 정도가 큰 경향을 보였다. 부지증폭률은 2 Hz 이하의 저주파에서 1.5 이상의 높은 값을 갖는 기상청과 한국지질자원연구원의 백령도 관측소(BRD1과 BRD2)를 제외한 나머지 관측소에서 0.5와 1.5사이의 값을 갖는다. SEO, SNU, HKU, NPR 및 GKP1 관측소들은 5${\sim}$20Hz범위의 고주파 대역에서 1.5 이상의 높은 값을 보였으며, 특히 GKP1 관측소는 1.8${\sim}$7.8 범위의 높은 증폭값이 나타났다. 또한 KWJ, SND 및 ULJ 관측소는 0.5이하의 낮은 값을 나타내었다. 부지증폭률의 공간적 분포는 한반도 남부에서 대체로 북동부가 남서부에 비해 증폭의 정도가 낮은 경향을 보여 준다.

• 한국지반공학회지:지반
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• 제9권1호
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• pp.7-20
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• 1993

1988년 건설부에서 제정한 건축물에 대한 재진설계규준'에는 저면 전단력 산정시 지반계수가 1.0, 1.2, 1.5로 구분되어 있는데, 특히 얕은지반의 연약층에서 지반계수의 선정이 모호할 때가 많다. 또한 우리나라의 지반특성은 대부분 퐁화암 및 연암층이 20m이내에서 발견됨을 고려하여, 일차원 파전파 이론과 반무한 탄성이론 및 문헌을 통한 분석을 통해 지진 하중시 지반의 조건이 저면 전단력에 미치는 증폭효과를 비교분석하여 내진 설계시 적절한 지반계수 선택을 할 수 있도록 하였다.