The deformation properties of a TiC-Mo eutectic composite were investigated in a compression test at temperaturesranging from room temperature to 2053K and at strain rates ranging from 3.9×10−5s−1 to 4.9×10−3s−1. It was found that thismaterial shows excellent high-temperature strength as well as appreciable room-temperature toughness, suggesting that thematerial is a good candidate for high-temperature application as a structure material. At a low-temperature, high strength isobserved. The deformation behavior is different among the three temperature ranges tested here, i.e., low, intermediate and high.At an intermediate temperature, no yield drop occurs, and from the beginning the work hardening level is high. At a hightemperature, a yield drop occurs again, after which deformation proceeds with nearly constant stress. The temperature- andyield-stress-dependence of the strain is the strongest in this case among the three temperature ranges. The observed high-temperature deformation behavior suggests that the excellent high-temperature strength is due to the constraining of thedeformation in the Mo phase by the thin TiC components, which is considerably stronger than bulk TiC. It is also concludedthat the appreciable room-temperature toughness is ascribed to the frequent branching of crack paths as well as to the plasticdeformation of the Mo phase.

농업적, 환경적, 경제적 및 사회적인 이익으로 농업생명공학에 의한 유전자변형(GM) 작물의 재배는 점차 증가되고 있다.국내에서도 주요 작물을 대상으로 유용 GM작물이 개발되고있으며, 최근 Choline kinase 유전자(OsCK1)가 도입된 병저항성 형질전환벼가 개발되었다. GMO의 안전성과 관련하여, 표시제의 시행 또는 사후 이력추적을 위해서 검정법이 필수적으로 요구되고 있다. 본 연구에서 각 134, 306, 243bp의 PCR증폭산물을 갖는 유전자 특이, 구조 특이 및 이벤트 특이primer를 병저항성(OsCK1) GM벼의 검출에 사용하였고, 다른어떤 작물에서도 반응산물을 나타내지 않았다. 이벤트 특이primer CKRB32-1/02-2를 사용한 정성 duplex PCR을 통해서OsCK1 GM벼에 대한 검출한계(LOD)가 0.05%임이 확인되었다. Real-time PCR을 이용한 정량검정을 위해서 벼 내재유전자 염기와 OsCK1 GM벼의 5’-인접염기를 갖는 pSPSCKR을표준물질로 제조하였고, 10 copies 범위까지 정량검출이 가능한 것으로 나타났다. 따라서 도출된 real-time PCR 방법의 정확성 및 정밀성을 확인하고자 0.5, 1, 3, 5 및 10%로 GM시료에 대하여 정량 분석하였으며, 표준편차 및 상대표준변이가 20% 내로 확인되었다. 이상의 결과로, 개발된 이벤트 특이정성 및 정량 PCR 방법이 OsCK1 GM벼의 사후 GMO 모니터링 및 이력추적에 효과적으로 적용 가능할 것으로 판단된다.

Recently, steel structures have increasingly been required to have sufficient deformability because they are subjected to progressive or abrupt displacement arising from structure loading itself, earthquake, and ground movement in their service environment. In this study, high-strength low-carbon bainitic steel specimens with enhanced deformability were fabricated by varying thermo-mechanical control process conditions consisting of controlled rolling and accelerated cooling, and then tensile and Charpy V-notch impact tests were conducted to investigate the correlation between microstructure and mechanical properties such as strength, deformability, and low-temperature toughness. Low-temperature transformation phases, i.e. granular bainite (GB), degenerate upper bainite(DUB), lower bainite(LB) and lath martensite(LM), together with fine polygonal ferrite(PF) were well developed, and the microstructural evolution was more critically affected by start and finish cooling temperatures than by finish rolling temperature. The steel specimens start-cooled at higher temperature had the best combination of strength and deformability because of the appropriate mixture of fine PF and low-temperature transformation phases such as GB, DUB, and LB/LM. On the other hand, the steel specimens start-cooled at lower temperature and finish-cooled at higher temperature exhibited a good low-temperature toughness because the interphase boundaries between the low-temperature transformation phases and/or PF act as beneficial barriers to cleavage crack propagation.

본 논문에서는 건물의 횡방향 구조반응을 평가하기 위한 변형률 기반의 모니터링 기법이 제시되고, 이에 대한 기초 연구로써, 구조해석을 통해 제안된 기법을 검증한다. 광섬유 격자 센서(fiber Bragg grating, FBG)는 일반 변형률 센서와 비교하여 내구성이 뛰어날 뿐 아니라 높은 샘플링 수와 여러 지점을 동시에 계측할 수 있는 장점이 있다. 이러한 특성 때문에 FBG 센서는 구조 모니터링을 위해 많은 센서가 요구되는 건물의 모니터링에 적합하다. 본 연구에서 FBG 센서는 수직 부재의 변형률을 계측하며, 이는 해당 부재의 곡률을 평가한다. 이러한 곡률은 횡변위와 횡가속도를 평가하는데 사용된다. 추가적으로 횡방향 가속도는 frequency domain decomposition(FDD) 기법을 이용하여 구조물의 고유진동수와 모드형상을 추정하는데 사용된다. 9층 철골모멘트 골조 예제의 적용을 통해, 제시된 기법이 건물의 다양한 횡방향 구조 반응과 동적 특성을 평가하는데 적절함을 확인하였다.

The prefix 'bio' with the meaning of 'life,' has been used for biotechnology, biochemistry, bioengineering, biomedicine, bioethics, bio-information as well as 'bio art' since 1990s. Bio art is an art as life itself and a kind of new direction in contemporary art that manipulates the processes of life. Bio artists use the properties of life and materials as scientists in laboratory of biology, and change organisms within their own species, of invents life with new characteristics. Technologically and socio-culturally, bio art has been connected with bioengineering. This essay is on the bio art that use vegetables, and on the specified gaze of so-called 'Sci-Artists.' Not only the genetically modified vegetables like works of George Gessert, Ackroyd & Harvey, and Eduardo Kac, but also the works made from the critical viewpoint like those of Paul Vanouse, Natalie Jeremijenko, and Amy Youngs, have 'the molecular gaze'(Suzanne Anker and Dorothy Nelkin's concept) of the genetic age in their art works. As the art history have showed, artists' gazes have insights about social problems that surround us. Bioartists' gazes reveal their insights about social and ethical problems, possibly concealed by science itself. Those problems are about results from practical discoveries of the sequencing of the genome, genetic engineering, cloning and reproduction of human and animals, body transformation, and the commercialization of cell and genes etc. We can find the significance of bioart in the molecular gaze about those problems, and we can rethink the identity of human, the reception of social influences from bio-technology and medicine.

As the Sewer Pipe is transformed by the expansion of life cycle as a result of the technology development, flexible pipe is developed by the transformed environmental conditions. To change pipe design, three phases(compaction ration - inner deflection ratio - ring stiffness) should be considered in design conditions. The input data of pipe design were provided by compaction-inner deflection ratio-ring stiffness. M oreover, The guidelines of sewerage pipes should be considered by flexible pipes design criteria.

This study investigates the stress-strain relations of internally confined hollow concrete filled tube pier reinforced with GFRP tube by uniaxial compression test. The confined concrete subjected multi-axial stresses have been known as the strength of concrete increases significantly. Many researchers have studied in confining effects of CFT which have only outer GFRP tube. In this study, specimens reinforced with outer and inner GFRP tube were tested by uniaxial compression test. To investigate the influence of concrete strength increase by confining conditions in GFRP tube, 13 specimens with different thickness of tube, hollowness ratio and nominal concrete strength were tested and compared with Steel tube.

In this paper, an efficient yet accurate method for the thermal stress analysis using a first order shear deformation theory(FSDT) is presented. The main objective herein is to systematically modify transverse shear strain energy through the mixed variational theorem(MVT). In the mixed formulation, independent transverse shear stresses are taken from the efficient higher-order zigzag plate theory, and the in-plane displacements are assumed to be those of the FSDT. Moreover, a smooth parabolic distribution through the thickness is assumed in the transverse normal displacement field in order to consider a transverse normal deformation. The resulting strain energy expression is referred to as an enhanced first order shear deformation theory, which is obtained via the mixed variational theorem with transverse normal deformation effect(EFSDTM_TN). The EFSDTM_TN has the same computational advantage as the FSDT_TN(FSDT with transverse normal deformation effect) does, which allows us to improve the through-the-thickness distributions of displacements and stresses via the recovery procedure. The thermal stresses obtained by the present theory are compared with those of the FSDT_TN and three-dimensional elasticity.

This study investigated the behaviors of the gabled hyperbolic paraboloid shell structure subjected to differential settlement and the horizontal displacement due to the elongation of tie rod/beam on supports. Two types of shell structure with different roof slopes are used in study; conventional type which has perimeter beams around the shell panel, and simple type which removes the edge beams along the slab edge line. The effect of the removal of edge beam under vertical or horizontal displacement on supports, and the roof slope was compared using the finite element analysis.

Of many approaches to reduce motion analysis errors, the compensation method of anatomical landmarks estimates the position of anatomical landmarks during motion. The method models the position of anatomical landmarks with joint angle or skin marker displacement using the data of the so-called dynamic calibration in which anatomical landmark positions are calibrated in ad hoc motions. Then the anatomical landmark positions are calibrated in target motions using the model. This study applies the compensation methods with joint angle and skin marker displacement to three lower extremity motions (walking, sit-to-stand/ stand-to-sit, and step up/down) in ten healthy males and compares their performance. To compare the performance of the methods, two sets of kinematic variables were calculated using different two marker clusters, and the difference was obtained. Results showed that the compensation method with skin marker displacement had less differences by 30~60% compared to without compensation. And, it had significantly less difference in some kinematic variables (7 of 18) by 25~40% compared to the compensa- tion method with joint angle. This study supports that compensation with skin marker displacement reduced the motion analysis STA errors more reliably than with joint angle in lower extremity motion analysis.

The purpose of this paper is to explain the horizontal structure of Prelude, Op. 74, No. 4 by Skryabin objectively and logically by utilizing transformational networks to analyze the voice leading of this music. David Lewin explained transformational relations in musical space through a visual graph called a network and introduced a frame of analysis which simplified complicated aspects of music. There were other methods that analyse horizontal voice leading in atonal music by means of Lewin's transformational theory. Of these methods, Henry Klumpenhouwer's ‘transformational networks’ and Shougn J. O'Donnell's ‘dual transformation’ have been adopted as a primary analytical method for this article. The network of Prelude, Op. 74, No. 4 by Skryabin is composed of eleven types of set classes, made up of transposition transformation. The network has verified the similarity between pitch classes by utilizing isography, which shows its pitch-class contents. In this article, I hope to show that atonal music composition has a delicate structure.

전파를 이용한 실내 위치인식 기술은 현재 다양한 환경에서 연구되고 있다. 그 중 철골구조로 이루어진 선박은 전파의 반사에 의해 수신율은 높지만 레인징 오차가 크게 발생한다. 이러한 환경에서 발생하는 위치측정 오차를 줄이기 위하여 본 연구에서는 IEEE 802.15.4a의 CSS 기반으로 변형 이변측위와 초전센서를 이용한 선내 위치인식보정 알고리즘을 제안한다. 제안한 시스템은 선내 복도와 같은 좁은 통로에서 CSS의 특성분석을 통하여 이동노드와 고정노드 사이의 적합한 수신거리를 추정하여 고정노드의 수를 줄이고 또한 전파의 반사와 회절에 의한 레인징 오차가 크게 변동하는 코너영역에서 제안한 변형 이변측위기법과 초전센서를 이용하여 이동구간을 추적하여 위치를 인식하였다. 실험결과 제안한 알고리즘이 일반적인 방법 대비 86.2 %의 선내 위치인식 정확도와 효율이 향상됨을 확인하였다.

생명공학기술의 발전과 더불어 개발된 유전자변형생물체(Living Modified Organisms, LMO)는 인류가 직면하고 있는 각종 문제점을 해결하기 위한 대안으로 떠오르고 있으며 점점 다양하게 연구개발 되는 LMO의 수출입 안전관리를 위하여 ｢유전자변형생물체의국가간이동등에관한법률(LMO법)｣이 제정되었다. 동 법에 따라 교육과학기술부는 시험･연구용 LMO수출입 안전관리업무를 담당하고 있다. 시험･연구용 LMO란 시험･연구용으로 사용하기 위하여 연구시설에서 이용되는 유전자변형생물체를 말하며 “연구시설”이라 함은 유전자변형생물체 개발과 실험을 위하여 유전자변형생물체가 인체 및 외부환경에 미칠 수 있는 영향을 효과적으로 제어･조절할 수 있도록 마련된 시설, 장치 또는 여타 물리적 구조물을 말한다. LMO법에 따라 유전자변형생물체를 개발하거나 이를 이용하는 실험을 실시하는 연구자는 1,2등급 연구시설의 경우 교육과학기술부장관에게 시설신고를 해야 하며 개발･실험하는 유전자변형생물체의 위해성 및 개발･실험의 위험성을 펑가하여 연구시설의 안전관리 등급별 설치･운영 기준을 준수하여야 한다. 또한 시험･연구용으로 사용하기 위하여 유전자변형생물체를 수입하는 경우에도 교육과학기술부 장관에게 수입신고를 하여야 한다. 그러나 국내 생명공학 관련 연구가 유전자변형 및 재조합을 기본적으로 한다 해도 과언이 아니지만 아직도 많은 연구자들이 법 발효와 시설 및 수입신고, 연구시설 운영 기준 준수 등에 대한 인식이 부족한 실정이다. 본 발표에서는 유전자변형생물체 연구자들이 준수해야할 법적인 사항을 소개하고 1,2등급 LMO연구시설의 설치･운영 등 시험･연구용 유전자변형생물체 안전 관리 현황을 소개하고자 한다.

지뢰 찾기는 단일 사용자가 하도록 고안된 보드 퍼즐 비디오 게임으로 타일에 숨겨져 있는 지뢰를 이웃 관계를 이용하여 추정하여 찾는 논리 퍼즐 게임이다. 본 논문에서는 지뢰찾기 게임의 변형으로써 폴리오미노 타일링을 이용한 새로운 게임을 제안한다. 테트로미노 중에서 O형 테트로미노가 정사각형인 점을 이용하여 다른 종류의 테트로미노롤 점진적으로 치환함으로써 타일링을 계속 유지하면서 게임 보드의 형태를 구성할 수 있게 하였다. 이러한 방식은 기존의 정형적인 정사각형 타일 구성에서 탈피함으로써 새로운 난이도 요소를 추가할 수 있게 해준다.

Under the huge seismic loads, there are too many risks about which high-rise buildings lost their lateral stiffness caused by plasticity on frame members. Because of earthquake is important cause to bring the collapes countinue to human’s life, many reports examined these phenomenons in various angles. And some of them reported the high possibility about building collapse by deformation concentrations under huge earthquakes. For preventing these phenomenons, researchers suggest some items-such as adding damping devices or strengthen their ductility or stifness. This report suggests choose the method of strengthen building stiffness and suggests the alternative designs using high strength steel-SM570TMC, and provides the results of time-history analysis about the alternative designs for investigation

Recently, underground pipes are utilized in various fields of applications such as sewer lines, drain lines, water mains, gas lines, telephone and electrical conduits, culverts, oil lines, etc. Most of pipes are installed for long-term purposes and they should be safely installed in consideration of installation conditions because there are unexpected various terrestrial loading conditions. In this paper, we present the result of investigation pertaining to the structural behavior of glass fiber reinforced thermosetting polymer plastic (GFRP) flexible pipes buried underground. The mechanical properties of the GFRP flexible pipes produced in the domestic manufacturer are determined and the results are reported in this paper. In addition, ring deflection is measured by the field tests and the finite element analysis (FEA) is also conducted to simulate the structural behavior of GFRP pipes buried underground. From the field test results, we predicted long-term, up to 50 years, ring deflection of GFRP pipes buried underground based on the method suggested by the existing literature. It was found that the GFRP flexible pipe to be used for cooling water intake system in the nuclear power plant is appropriate because 5% ring deflection limitation for 50 years could be satisfied.

본 연구에서는 GaN 나노와이어의 인장, 압축, 하중 제거 전산모사를 분자동역학 방법을 통하여 수행하였고, 평형 분자 동역학 방법인 Green-Kubo 방법을 이용하여 각각의 변형된 구조의 나노와이어의 열전도율을 구하였다. 단면의 형상이 육 각형이고, 길이 방향이 [0001] 격자 방향으로 형성된 나노와이어에 인장 하중이 작용하게 되면 나노와이어의 원자 구조는 초기의 wurtzite 구조에서 정방정계 구조로 변형된다. 초기 상태에 압축 하중이 작용하는 경우에는 상변이 현상은 나타나 지 않는다. 압축에서 인장으로 변형률이 증가함에 따라 나노와이어의 열전도율은 감소하는 경향을 나타낸다. 이 같은 열전 도율의 변화는 변형률에 따른 포논의 감쇠시간 감소에 의한 것이다. 인장에 의해 변형된 정방정계 구조의 나노와이어에서 인장 하중을 제거하는 경우에는 초기의 wurtzite 구조로의 역상변이 현상이 나타나고, 이와 같은 역상변이 과정에 wurtzite 구조와 정방정계 구조가 동시에 나타나는 중간 단계가 존재한다. 중간 단계의 열전도율은 같은 변형률에서 wurtzite 구조 일 때보다 낮은 특성을 갖는다. 내부 원자 구조에 따른 열전도율의 차이는 구조적 변형에 의한 포논의 군속도 변화에 따른 것이다.

PURPOSES : Plastic deformation is frequently made in intersection asphalt pavement at its early age due to deceleration and stoppage of vehicles. This study has been performed to provide a mechanistic basis for reasonable selection of paving method to minimize the plastic deformation at intersection. METHODS : Pavement layer, temperature, traffic volume of the intersections managed by the Daejeon Regional Construction and Management Administration were collected to calculate asphalt dynamic modulus with pavement depth by using a prediction equation suggested by the Korean pavement design guide. Performance of ordinary dense-graded asphalt pavement, polymer modified asphalt pavement, and fiber reinforced asphalt pavement was analyzed by finite element method and the results were used in a performance model to predict the plastic deformation. RESULTS : In aspect of performance, the three paving methods were usable under low traffic while the fiber reinforced asphalt pavement was the most suitable under heavy traffic. CONCLUSIONS : Reasonable paving method suitable for traffic characteristics in the intersection might be decided by considering economic feasibility.

1. 본 연구에서는 GM 유채(Brassica napus)의 환경방출실험시의 안전관리를 위한 모니터링을 수행하였다. 2. 문헌조사를 통해 유채의 품종 순도 유지를 위한 격리거리와 교잡가능한 종을 확인함으로써 모니터링의 범위와 모니터링 대상 식물종을 결정하였다. 3. GM 유채의 격리포장으로부터 1.3 km 거리 범위 내에서 발견된 B. napus, B. juncea 및 B. oleracea를 대상으로 모니터링을 실시한 결과, 교잡을 통한 유전자의 유출은 발견되지 않았다.