• Journal of Korea Technology Innovation Society
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• v.14 no.4
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• pp.833-859
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• 2011

This study aims to draw the characteristics of the regional operation system of the shared research instrument service, which contributes to the R&D investment efficiency by the avoidance of duplicated research instrument investment and the enhancement of the network collaboration. So from the perspective of technology infrastructure policy and regional innovation system, Gyeonggi region of Korean metropolitan area has been analyzed for the case study. The case study has been conducted by 2 step process of within-case analysis and cross-case analysis. Firstly, the characteristics of operation system of the shared research instrument have been examined through various research methods. Secondly, in the cross-case analysis, the examined issues and problems have been organized by the matrix of 3 organizational governance characteristics and 4 issues to facilitate the regional policy approach. The issues deducted by the cross-case analysis have been deducted as (1) 'usage fee charge system', 'relevant method for the performance index and measurement of the instrument service management' for the regional policy led case, (2) 'performance management issue', 'financial and managerial accounting system for the instrument operating division', and 'change of budget support scheme' for the joint operation case and lastly (3) 'usage facilitation after the expiration of research lab support project' for the university led case.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.108.2-108.2
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• 2014

잔류가스측정 질량분석기(RGA)는 진공챔버 내부의 진공상태 이상유무, 공정상태 확인 및 주입가스 농도제어 등 여러 종류의 작업에 응용되고 있다. 반도체용 박막 제조공정(PVD, CVD)에서 챔버 내의 수분 혹은 불순물 가스의 정확한 모니터링은 반도체 품질향상에 매우 중요하다. 1 Pascal 진공도의 증착용 챔버에 RGA를 직접 장착하여 작동시키기 위해서는 저진공용 RGA가 사용되어야 한다. 10-3 Pascal에서 6m 자유운동거리를 갖는 질소분자는 1 Pascal에서는 6 mm로 짧은 자유운동거리를 갖는다. 따라서 1 Pascal 저진공영역에서 이온을 생성시키고 mass filter를 사용하여 질량분석을 하기 위해서는 이온원과 mass filter 길이가 자유운동거리 수준으로 작아져야한다. 저 진공영역에서는 검출기와 전자방출용 필라멘트가 저진공에서 작동되도록 일반고진공용 RGA와는 완전히 다르게 소형으로 설계 제작되어야 한다. 10-7 Pascal 이상의 초고진공에서 사용되는 RGA는 이온원이 작동할 때 발생하는 outgassing을 낮추도록 설계가 되어야 초고진공의 유지가 가능하다. 한국표준과학연구원에서 현재 개발 중인 일반고진공용 RGA를 소개하고 저진공용과 초고진공용 RGA의 설계특성을 발표한다.

• Journal of the Korean Society of Hazard Mitigation
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• v.3 no.2 s.9
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• pp.89-97
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• 2003

Indirect tensile strength(IDT) test and resilient modulus(Mr) test were performed to evaluate experimental performance characteristics for the conventional and crumb rubber-modified(CRM) asphalt concrete using dry and wet processes asphalt. The IDT test was conducted under three temperatures(5, 10, 20$^{\circ}C$). According to the test results, it was shown that indirect tensile strength of CRM asphalt concrete was lower than that of the conventional one. However, toughness and maximum vortical strain of the CRM asphalt concrete were higher than those of the conventional one. The results of Mr test were presented that Mr of CRM asphalt concrete was higher than that of the conventional one. In addition, it was revealed that the overall laboratory performance characteristics of the wet-processed CRM asphalt concrete was better than those of the dry-processed one.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.650-651
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• 2011

공용 컴퓨팅 자원은 전력 자원 소모가 지속적으로 발생하는 컴퓨팅 자원 중 하나이다. 하지만, 공용 컴퓨팅 자원은 그 활용 특성상 소유 의식 및 비용 문제로부터 사용자의 책임성이 떨어지므로 전력자원의 지속적 낭비가 이루어지는 대표적인 전력 소모처이다. 따라서 본 연구에서는 공용 컴퓨팅 시설에서 운용되는 컴퓨터 시스템에 대한 다양한 상태에서의 전력 사용량을 측정 분석하였으며, 이를 통해 시스템 차원에서 제공하는 전력 절약 기능에서도 유휴 상태와 유사한 전력 소모가 있음을 밝히고 있다. 이에 본 논문에서는 공용 컴퓨팅 자원 (컴퓨터 시스템) 및 사용자의 활용성 측정에 기반을 둔 공용 컴퓨팅 자원 제어 시스템을 제안한다.

• 한국도로학회:학술대회논문집
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• 2006.03a
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• pp.45-52
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• 2006

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.71-80
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• 2013

According to design specifications for structural safety, a bridge in initial design step has been modelled to have larger self-weight, external loads and less stiffness than those of real one in service. Thereby measured buffeting responses of existing bridge show different distributions from those of the design model in design step. In order to obtain accurate buffeting responses of the in-site bridge, the analysis model needs to be modified by considering the measured natural frequencies. Until now, a Manual Tuning Method (MTM) has been widely used to obtain the Measurement-based Model(MBM) that has equal natural frequencies to the real bridge. However, since state variables can be selected randomly and its result is not apt to converge exact rapidly, MTM takes a lot of effort and elapsed time. This study presents Buffeting Response Correction Method (BRCM) to obtain more exact buffeting response above MTM. The BRCM is based on the idea the commonly used frequency domain buffeting analysis does not need all structural properties except mode shapes, natural frequencies and damping ratio. BRCM is used to improve each modal buffeting responses of the design model by substituting measured natural frequencies. The measured natural frequencies are determined from acceleration time-history in ordinary vibration of the real bridge. As illustrated examples, simple beam is applied to compare the results of BRCM with those of a assumed MBM by numerical simulation. Buffeting responses of BRCM are shown to be appropriate for those of in-site bridge and the difference is less than 3% between the responses of BRCM and MTM. Therefore, BRCM can calculate easily and conveniently the buffeting responses and improve effectively maintenance and management of in-site bridge than MTM.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2002.11a
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• pp.351-358
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• 2002

현재 우리나라에서 공용중인 강철도교의 50% 이상이 공용기간 50년 이상 경과된 교량으로 구성되어 있는데, 이와 같이 공용기간이 오래된 강교량의 내구성에 영향을 미치는 주된 열화손상으로 피로와 부식이 보고되고 있다. 이 가운데 부식열화현상에 관한 조사에 의하면 부식손상의 대부분은 국부적인 것으로 분류할 수 있으나 부식면적이 대상부재의 25%를 넘는 경우도 부재의 특성에 따라서는 l∼6%에 이르는 것으로 보고되고 있다. 그러나 부식으로 인한 단면감소에 따른 응력 발생 특성에 대한 연구나 실교량에서의 각 부재별 부식손상 정도에 따른 실측자료의 축적이 미흡한 실정이어서 유지관리에서의 부식에 대한 정량적인 평가가 체계적으로 이루어지고 있지 않다.(중략)

• International Journal of Highway Engineering
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• v.12 no.2
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• pp.81-90
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• 2010

This paper describes the results of laboratory and field performance tests on the polymer modified asphalt binder and mixtures developed in this study for porous asphalt pavements. Various physical and mechanical laboratory tests including DSR and BBR tests are performed for two types of modified binders, and one type of binder is selected based on the binder testing results. Mix designs are conducted for the selected asphalt binder and a Japanese modified binder, respectively. Various performance tests including fatigue tests, wheel tracking tests, and moisture susceptibility tests are conducted for the domestic and Japanese porous asphalt mixtures. Test results indicate that the overall performance characteristics of the domestic mixture are similar to or better than those of the Japanese mixture. Based on the laboratory testing results, the domestic porous mixture is applied to a field test section. Periodic field investigations are conducted to evaluate the changes in noise level and air voids with time. The road noise analysis shows that the noise levels of the porous pavement keep increasing and, after two years, are similar to those of SMA pavements.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2003.10a
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• pp.384-390
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• 2003

현재 우리나라에서 공용중인 강철도교의 50% 이상이 공용기간 50년 이상 경과된 교량으로 구성되어 있지만 실교량에서 각 부재별 실측자료의 축적이 미흡한 실정이어서 유지관리시 구조물의 특성을 충분하게 반영하는 정량적인 평가가 체계적으로 이루어지고 있지 않은 실정이다.(중략)

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.2
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• pp.85-92
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• 2007

In 1980s, a number of bridges with bare concrete deck were constructed on the Korea highway. After 20 years service, many bare concrete decks are still in good condition without special maintenance activity. Therefore, the application of the bare concrete deck is being reestimated from the view of construction and maintenance. As a part of the program, the characteristic of penetration(surface chloride and apparent diffusion coefficient) of de-icing salt into bare concrete bridge deck was analyzed in order to predict the service life of bridge on Korea highway.