복합신소재를 이용한 도로교통시설

최진우,윤순종,Choi, Jin-Woo,Yoon, Soon-Jeong 한국복합신소재구조학회 2010 복합신소재학회논문집 Vol.1 No.3

디지털 방사선영상 시스템의 기본적 원리

최진우,이원진,Choi, Jin-Woo,Yi, Won-Jin 대한영상치의학회 2010 Imaging Science in Dentistry Vol.40 No.4

Digital radiographic systems allow the implementation of a fully digital picture archiving and communication system (PACS), and provide the greater dynamic range of digital detectors with possible reduction of X-ray exposure to the patient. This article reviewed the basic physical principles of digital radiographic imaging system in dental clinics generally. Digital radiography can be divided into computed radiography (CR) and direct radiography (DR). CR systems acquire digital images using phosphor storage plates (PSP) with a separate image readout process. On the other hand, DR systems convert X-rays into electrical charges by means of a direct readout process. DR systems can be further divided into direct and indirect conversion systems depending on the type of X-ray conversion. While a direct conversion requires a photoconductor that converts X-ray photons into electrical charges directly, in an indirect conversion, lightsensitive sensors such as CCD or a flat-panel detector convert visible light, proportional to the incident X-ray energy by a scintillator, into electrical charges. Indirect conversion sensors using CCD or CMOS without lens-coupling are used in intraoral radiography. CR system using PSP is mainly used in extraoral radiographic system and a linear array CCD or CR sensors, in panoramic system. Currently, the digital radiographic system is an important subject in the dental field. Most studies reported that no significant difference in diagnostic performance was found between the digital and conventional systems. To accept advances in technology and utilize benefits provided by the systems, the continuous feedback between doctors and manufacturers is essential.

저토심 인공지반 녹화공법의 경제성 및 도입 가능한 지피식물의 생육특성

최진우,김학기,이경재,강현경,Choi, Jin-Woo,Kim, Hag-Kee,Lee, Kyong-Jae,Kang, Hyun-Kyung 한국조경학회 2009 韓國造景學會誌 Vol.37 No.5

본 연구는 저토심형 옥상녹화 시스템 개발을 위하여 제안된 공법의 특징, 경제성, 자생 및 도입 지피식물류의 생육상태를 분석하여 생육 적정성을 파악하고자 하였다. 저토심 인공지반 녹화공법은 세립토양필터가 붙은 1cm 롤형 배수판 위에 7.5cm 두께의 암면매트를 설치, 그 위에 4.5cm의 상토층을 조성하여 배수판을 포함한 전체 토심은 13cm이었다. 설계가 기준으로 공법별 토양층 공사비를 살펴보면 세덤블럭공법이 89,433원/$m^2$이었고, 저배수공법이 92,550원/$m^2$이 소요되는 것과 비교한 결과에서 저토심 인공지반 녹화공법의 토양층 조성 공사비는 45,000원/$m^2$으로 기존 저토심 옥상 녹화공법보다 경제적으로 50% 정도 원가절감 효과가 있었다. 저토심 인공지반 녹화공법의 유효성 검토를 위해 대한주택공사 2층 옥상부에 실험구를 설치하고, 초본식물 생육조사를 위해 국내에 도입되고 있는 옥상녹화 초본류 중 활용빈도가 높은 종들을 대상으로 자생종 및 도입종별 피복률, 생체중량, 건체중량을 측정하였다. 자생종인 기린초, 애기기린초, 두메부추, 돌나물, 매발톱꽃, 층꽃나무 등은 저토심 인공지반 녹화공법에서 피복률 증가와 함께 생체중량, 건체중량이 증가하는 경향을 보였다. 도입종에 있어 스프리움, 리플렉섬도 비슷한 경향을 보였으나, 일부 종에서는 잡초관리가 필요할 것으로 판단되었다. 결과적으로 저토심 인공지반 녹화공법은 저비용으로 옥상녹화가 가능한 것으로 분석되었고, 식물생육도 양호한 것으로 나타나 도심 내 옥상녹화의 보급화에 기여할 것으로 기대되었다. The purpose of this study is to analyze the characteristics of limited methods, economics and breeding appropriateness of native and imported ground cover plants in the methodology of a shallow soil rooftop garden. The new shallow soil rooftop gardening method uses a total of 13cm in soil thickness, including 4.5cm of top soil on a 7.5cm rock-wool-mat stacked onto a 1cm roll-type-draining plate. The total construction cost for each method of soil level within the design price standard for SEDUM BLOCK is 89,433won/$m^2$, and for DAKU is 92,550won/$m^2$. By comparing those two methods, the construction cost of the shallow soil artificial foundation methodology is 45,000won/$m^2$; this shows the new method is 50% less expensive than the existing method of shallow soil rooftop gardening. The experiment was executed on the rooftop of the Korean National Housing Corporation to ensure validity of the shallow soil artificial foundation planting, and the sample plants which were imported and grown now in native covering. A list investigating the growing plants was made of the cover rate in each plant class, both while alive and the dry plant weight. The native ground cover plants, Sedum kamtschaticum, Sedum middendorffianum, Allium senescens, Sedum sarmentosum, Aquilegia buergariana, and Caryopteris incana increased the cover rate, live weight and dry weight in the shallow soil artificial foundation method. Among the imported cover plants, Sedum sprium and Sedum reflexum, the cover rate increased and growth conditions improved. However, some species needed weed maintenance. After examination with the less expensive shallow soil artificial foundation method and growth analysis, it was found that rooftop gardens are a low-cost option and the growth of plants is great. This result shows the new method can contribute to the proliferation of rooftop gardens in urban settings.

복합신소재를 사용한 송전탑

최진우,윤순종,Choi, Jin-Woo,Yoon, Soon-Jong 한국복합신소재구조학회 2011 복합신소재학회논문집 Vol.2 No.4

복합신소재를 이용한 교량

최진우,윤순종,Choi, Jin-Woo,Yoon, Soon-Jeong 한국복합신소재구조학회 2010 복합신소재학회논문집 Vol.1 No.4

단면 내 응력분포를 고려한 I형 및 Box형 단면의 PFRP 압축재의 설계

최진우,김재욱,주형중,윤순종,Choi, Jin-Woo,Kim, Jae-Wook,Joo, Hyung-Joong,Yoon, Soon-Jong 한국복합신소재구조학회 2011 복합신소재구조학회논문집 Vol.2 No.1

펄트루젼 FRP 구조용 부재는 많은 유용한 역학적, 물리적 성질 때문에 토목분야에서 구조부재의 매력적인 대체부재로 고려될 수 있다. 그러나 펄트루젼 FRP는 탄성계수가 상대적으로 낮고, 부재의 단면이 복부와 플렌지 등의 얇은 판요소로 구성되어 있기 때문에 압축재로 설계할 때 구조적인 안정성은 매우 중요한 고려사항이 된다. 따라서, 압축을 받는 구조용 부재의 설계를 위해, 판요소의 좌굴 및 후좌굴강도를 고려해야 한다. AISC/LRFD의 강구조 설계기준에서는, 후좌굴강도에 추가적인 단면 내 일정하지 않은 응력분포의 영향을 형상계수(form factor)를 사용하여 고려하고 있다. 이 논문에서는 압축력을 받는 펄트루젼 FRP 구조용 부재의 형상계수를 해석적으로 연구하였으며, 형상계수를 설정하는 과정에 대하여 제안하였다. Pultruded fiber reinforced polymeric plastic (PFRP) structural members may be one of attractive alternatives of the structural members in the civil engineering applications because of its many advantageous mechanical properties. However, they have relatively low modulus of elasticity and also cross-sections of structural shapes are composed of thin plate components such as flange and web. Therefore, structural stability is an important issue in the design of pultruded structural compression members. For the design of pultruded structural member under compression, buckling and post-buckling strengths of plate components may be taken into account. In the structural steel design following AISC/LRFD, in addition to the buckling strength, the nonuniform stress distribution in the section is incorporated with a form factor. In this paper, the form factor for the design of PFRP structural member under compression is investigated through the analytical study. Furthermore, the process for the determination of the form factor is suggested.

복합신소재를 사용한 거푸집

최진우,윤순종,Choi, Jin-Woo,Yoon, Soon-Jong 한국복합신소재구조학회 2012 복합신소재학회논문집 Vol.3 No.1

복합신소재를 사용한 말뚝기초의 개발 및 시공

최진우,윤순종,Choi, Jin-Woo,Yoon, Soon-Jong 한국복합신소재구조학회 2011 복합신소재학회논문집 Vol.2 No.3

FRP-콘크리트 합성말뚝의 개발

최진우,주형중,남정훈,윤순종,Choi, Jin-Woo,Joo, Hyung-Joong,Nam, Jeong-Hun,Yoon, Soon-Jong 한국복합신소재구조학회 2010 복합신소재구조학회논문집 Vol.1 No.2

이 논문에서는 기존의 CFFT(Concrete Filled FRP Tube) 복합재 말뚝의 휨강성을 확보하기 위한 새로운 복합재 말뚝형식을 제안하였다. 기존의 CFFT 복합재 말뚝은 필라멘트와인딩 공정으로 제작한 FRP를 사용하기 때문에, 압축력이 편심재하될 경우 휨거동에 대한 안전성을 확보하기 위해 철근 등 별도의 보강재를 필요로 한다. 이 연구에서는 별도의 보강재 없이 휨거동에 대한 저항성을 확보하기 위하여 펄트루젼 방식으로 제작된 FRP를 CFFT 외부에 원주방향으로 부착시킨 FRP-콘크리트 합성말뚝(Hybrid CFFT, HCFFT)을 제안하였다. 이 논문은 HCFFT의 구조적 거동을 검토하기 위한 연구의 일부로서, HCFFT에 사용되는 필라멘트와인딩 FRP의 역학적 특성을 알기 위한 실험을 실시하였다. 또한, 기존 연구 결과를 참조하여 HCFFT의 압축강도를 추정하였으며, 유한요소해석을 통해 얻은 결과와 비교분석하였다. In this paper, new type CFFT (Concrete Filled FRP Tube) was suggested in order to improve the flexural stiffness. Since the existing CFFT was produced by filament winding process, re-bar for concrete may be necessary in order to ensure structural safety under flexure re-bar. In comparison with existing type CFFT, new type CFFT was reinforced by circular shaped pultrusion FRP without re-bar. Filament winding FRP was attached to the outer layer of pultrusion FRP. Structural behavior of new type CFFT filled with concrete (HCFFT) was investigated by the mechanical property test for the component element and the FE analysis. Furthermore, compressive strength of the HCFFT member based on the equation suggested in previous studies.

Polychaete Feeding Guilds from the Continental Shelf Off the Southeastern Coast of Korea

최진우,고철환,Choi, Jin Woo,Koh, Chul Hwan The Korean Society of Oceanography 1989 韓國海洋學會誌 Vol.24 No.2

The feeding guild classification proposed by Fauchald and Jumars (1979) and the relationship between this guild structure and the habitat environment were examined based on the quantitative polycheate samples collected on the continental shelf off the southeastern coast of Korea. Total 12 feeding guilds were found and the major feeding guilds of polychaetes were BSX (burrowing, sessile, non-jawed), SDT (surface deposit feeding, discretely motile, tentaculate), SST (surface deposit feeding, sessile, tentaculate), BMX (burrowing, motile, non-jawed), BMJ (burrowing, motile, jawed), SDJ (surface deposit feeding, discretely motile, jawed). There were more significant associations between feeding guilds and mean grain size (${\phi}$); SST and BMJ showed a positive correlation with mean phi, whereas CDJ (carnivore, discretely motile, jawed) and FDT (filter feeding, discretely motile, tentaculate), a negative value. The CDJ and CMX (carnivore, motile, non-jawed) guilds showed positive correlations with sand content, but only SST guild showed a positive correlation with clay. The heterogeneity of sediment or sorting value (${\phi}$) was highly associated with various feeding strategies of polychaetes. Surface deposit feeders and filter feeders, sessile, and tentaculate strategies were associated with poorly sorted or heterogeneous sediments. Some preliminary polychaete feeding surfaces were posed. Southern and northern coastal region composed of muddy sediment were characterized by SDJ; northern slope of mud by SST; central coast of mud by SDT, BSX; and BMX; southern offshore of sandy sediment by SDJ and IDT (interface feeding, discretely motile, tentaculate).