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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).
국내 의료기관에서 측방두부규격방사선촬영시 임상에서의 촬영조건 및 환자 선량
최진우,Choi, Jin-Woo 대한영상치의학회 2010 Imaging Science in Dentistry Vol.40 No.4
Purpose : To survey the radiographic examination protocol for lateral cephalometric radiographic examinations and to measure their patient doses in Korea and to compare the dose according to the size of hospital, the type of image receptor system, and the installation duration. Materials and Methods : The radiographic examination protocols (kVp, mA, and exposure time) for lateral cephalometric radiography were surveyed with 61 cephalometric radiographic equipments and their patient dose-area product (DAP) measured with a DAP meter (DIAMENTOR M4-KDK, PTW, Freiburg, Germany) for 51 cephalometric radiographic equipments. The radiographic examination protocols and patient doses were compared according to the size of hospital (university dental hospital, dental hospital, and dental clinic), the type of image receptor system (film-based, DR and CR type) and the installation duration, respectively. SPSS 12.0.1 for Windows (SPSS Inc., Chicago, USA) was used for independent t-test and ANOVA test. Results : The average protocols were 77.0 kVp, 12.7 mA, 6.2 second for cephalometric radiography. The average patient dose (DAP) was $128.0mGy\;cm^2$ and 3rd quartile dose (DAP) $161.1mGy\;cm^2$ for cephalometric radiography for adult male. There was no statistically significant difference at average patient DAP according to the size of hospital, the type of image receptor system, and the installation duration, repectively. Conclusion : The average patient dose was $128.0mGy\;cm^2$ and the third quartile patient dose $161.1mGy\;cm^2$ for lateral cephalometric radiography for adult male in Korea.
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.
하단힌지 강합성 라멘교의 구조적 거동에 대한 실험적 연구
최진우,장민준,천진욱,윤순종,Choi, Jin Woo,Jang, Min Jun,Cheon, Jin Uk,Yoon, Soon Jong 한국강구조학회 2015 韓國鋼構造學會 論文集 Vol.27 No.2
라멘교는 모든 부재의 접합부가 강절점으로 구성되어 있는 잘 알려진 교량으로, 교량받침이 불필요하고, 유지관리가 용이하며, 상부구조의 단면을 감소시킬 수 있고, 기타 구조형식에 비해 상대적으로 건설비가 적다는 점 등 많은 장점을 가지고 있기 때문에 다양한 현장에서 시공되고 있다. 또한 최근 경간을 증가시키기 위해 강합성 부재를 상부구조로 사용한 강합성 라멘교의 적용 사례가 증가하고 있다. 그러나 강합성 라멘교는 교량의 경간이 증가하여 부재력이 증가하고, 그에 따라 하부구조가 비경제적으로 설계, 시공되고 있다. 이 연구에서는 교대벽체와 기초 사이에 힌지구조를 적용하여 기초의 모멘트를 감소시킨 신형식 강합성 라멘교를 제안하고, 구조적 성능 및 힌지구조의 성능을 검증하기 위한 실험적 연구를 수행하였다. The rahmen bridge is well known common type of bridge in which all members are connected rigidly. The rahmen bridge is built for several situations because it has many advantages such as no need of bridge bearing system, easy of maintenance, reduction of the cross-sectional area of superstructure, and relatively low construction cost compared with other bridge types. Recently, to lengthen the span of rahmen bridge system, steel-concrete composite beam is used for superstructure of rahmen bridge instead of normal concrete girder with slab. However, member forces are increased because of extension of span length of superstructure and substructure is designed and constructed inefficiently when steel-concrete composite rahmen bridge is designed. In this study, new-type steel-concrete composite bridge is suggested. New-type steel-concrete composite rahmen bridge is adopted hinge connection between abutment and foundation for the reduction of the bending momemt at the foundation. In this study, we present the results of experiment conducted to estimate the load carrying capacity of new-type steel-concrete composite rahmen bridge and the structural characteristics of hinge connection.
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.
직교이방성 판의 좌굴 및 압축재의 국부좌굴에 대한 해석적 연구
최진우,이강연,박정환,윤순종,Choi, Jin-Woo,Lee, Kang-Yeon,Park, Jung-Hwan,Yoon, Soon-Jong 한국복합신소재구조학회 2012 복합신소재구조학회논문집 Vol.3 No.1
이 연구에서는 직교이방성 판의 좌굴 및 직교이방성 판요소로 구성된 구조용 압축재의 국부좌굴에 대한 해석적 연구를 수행하였다. 섬유보강 폴리머 플라스틱 재료는 높은 비강도 및 비강성, 높은 부식저항성, 경량성 등 강재나 콘크리트와 비교해서 많은 장점을 가지고 있다. 특히, 펄트루젼 생산 방식은 섬유보강 폴리머 플라스틱 재료의 여러가지 생산방법 중 구조용 플라스틱 부재를 대량으로 생산하기에 가장 적합한 방법이다. 펄트루젼 생산방식은 부재의 축을 따라 주요 보강섬유가 배치되기 때문에 이 재료는 직교이방성으로 간주된다. 그러나, 펄트루젼 섬유보강 플라스틱 부재는 낮은 탄성을 갖고 있고 얇은 판요소로 구성되어 있기 때문에 압축하중이 재하될 경우 좌굴이 발생할 수 있다. 따라서, 이 부재를 설계하는데 안정성은 매우 중요한 문제가 된다. 이 연구에서는 기존의 연구를 따라서 직교이방성 판 및 직교이방성 판요소로 구성된 압축재의 국부좌굴에 대하여 검토하였으며, 국내에서 생산된 직교이방성 판요소로 구성된 압축재의 국부좌굴강도를 계산하였다. In this paper, we present the analytical study results pertaining to the buckling of the orthotropic plates and local buckling of structural compression members composed of orthotropic plate components. Fiber reinforced polymeric plastic (FRP) materials, have many advantages over conventional structural materials such as steel and concrete. The advantages of the FRP materials are high specific strength and stiffness, high corrosion resistance, right weight, etc. Among the various manufacturing methods, pultrusion process is one of the best choices for the mass production of structural plastic members. Since the major reinforcing fibers are placed along the axial direction of the member, this material is usually considered as an orthotropic (tranversely isotropic, more specifically) material. However, pultruded fiber reinforced plastic structural members have low modulus of elasticity and are composed of orthotropic thin plate components the members are prone to buckle. Therefore, stability is an important issue in the design of the pultruded FRP structural members. In this paper, the buckling of orthotropic plates and the local buckling of pultruded FRP structural members are investigated by following the previous research results and the local buckling strength of the member produced in the domestic manufacturer is found.
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.