• 농업생명과학연구
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• 제53권4호
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• pp.113-124
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• 2019

본 연구에서는 국내 밭작물 재배농가에서 주로 사용되는 캠방식 채소 정식기를 대상으로 작동특성 및 식부장치 작동 메커니즘 분석을 수행하였다. 정식기의 주요 구성요소 및 동력전달경로를 파악하였으며, 주행속도 및 주간거리 단수 변화에 따른 최대 및 최소 작동주기를 도출하였다. 이를 바탕으로 3D모델링 및 시뮬레이션을 수행하여 식부호퍼 극하단점의 궤적 및 조건별 주간거리를 도출하였으며 필드시험을 통해 실제 주간거리와 비교 검증하였다. 주요 결과로써, 식부장치는 13개의 링크와 17개의 회전 조인트 및 1개의 하프 조인트로 구성된 1 자유도의 기구이며, 각 부분들은 캠과 링크장치들의 복합구조를 갖는다. 식부장치 요소들의 연속적이고 반복적인 운동에 의해 식부호퍼는 지면과 연직인 자세를 유지하며 묘를 안정적으로 정식한다. 동력은 엔진과 변속기를 통해 주행부 및 식부장치로 전달되었으며 식부장치의 최대 및 최소 주간거리는 각각 약 900 mm 및 350 mm이다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.441-444
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• 1999

The crack width of concrete structures subjected to shrinkage depend on a great number of parameters whose effects are restrain condition, the number and spacing of crack and the amounts of reinforcements. Through suitable reinforcement it is possible to make the individual cracks exceedigly small. This paper is to present the amount of reasonable reinforcement for crack control through a rational analysis of forces occuring in significantly restrained concrete structures due to the shrinkage. Also the analysis results from this paper are compared with the provisions for shrinkage and temperture reinforcement in the KCI concrete strucural design code.

• 전자공학회논문지C
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• 제34C권5호
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• pp.71-81
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• 1997

This paper proposes noun and affix extraction methods using conjunctive information for making an automatic indexing system thorugh morphological analysis and syntactic analysis. The korean language has a peculiar spacing words rule, which is different from other languages, and the conjunctive information, which is extracted from the rule, can reduce the number of multiple parts of speech at a minimum cost. The proposed algorithms also solve the problem that one word is seperated by newline charcter. We show efficiency of the proposed algorithms through the process of morhologica analyzing.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 춘계학술대회 논문집
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• pp.308-315
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• 2000

Headway calculation is a important mean to evaluate railway system performance. A accurate headway calculation can be needed to headway reducing being achieved line capacity increasing by regulating signals spacing without any line construction. This paper introduced the theories and algorithms of calculating headways on wayside, multi step, one step braking and moving block signalling systems and showed some results of headways.

• Computers and Concrete
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• 제14권4호
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• pp.419-444
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• 2014

In this study experimental result of a total of eight SCC and FRSCC slabs with the same cross-section were monitored for up to 240 days to measure the time-dependent development of cracking and deformations under service loads are presented. For this purpose, four SCC mixes are considered in the test program. This study aimed to compare SCC and FRSCC experimental results with conventional concrete experimental results. The steel strains within the high moment regions, the concrete surface strains at the tensile steel level, deflection at the mid-span, crack widths and crack spacing were recorded throughout the testing period. Experimental results show that hybrid fibre reinforced SCC slabs demonstrated minimum instantaneous and time-dependent crack widths and steel fibre reinforced SCC slabs presented minimum final deflection.

• 설비공학논문집
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• 제2권4호
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• pp.288-294
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• 1990

A study has been conducted experimentally on heat transfer characteristics of louvered fin heat exchangers with various fin spacings in air. The experimental results are as follows; 1. Mean heat transfer coefficient is increased with increasing air velocity and the optimum fin spacing shows at S=5mm. 2. Pressure drop is increased with increasing air velocity and its maximum value shows at S=3.5mm and its minimum value shows at S=6mm. 3. $\bar{h}/{\Delta}P$ is decreased with increasing air velocity and its maximum value shows at S=5mm and its minimum value shows at S=3.5mm.

• 한국지반환경공학회 논문집
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• 제18권1호
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• pp.31-35
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• 2017

Chae et al.(2015)에 따르면 동결 사질토의 역학적 거동은 동결온도와 세립분 함유량에 따라 크게 영향을 받는 것으로 나타났다. 이러한 원인으로 동결온도에 따른 부동수분의 차이일 것이라는 의견과 세립분 함유량 및 간극 내 얼음에 의해 사질토 입자들 이격거리 차이에 의한 것이라는 의견이 제시되었다. 제시된 두 가지 의견 중 사질토 입자들 이격거리의 확인을 위해 micro X-ray CT 촬영을 수행하였다. X-ray CT 촬영에 의한 비파괴 검사는 최근 지반공학 분야에서 진행되고 있는 다양한 융복합 연구 중 하나로 CT 촬영을 통하여 지반재료의 내부 구조를 마이크로미터 단위의 높은 해상도를 통해 평가할 수 있는 방법이다. 본 연구에서는 -5, -10, $-15^{\circ}C$의 동결온도에서 성형된 5, 10, 15%의 세립분을 포함하고 있는 동결 사질토 공시체에 대하여 micro X-ray CT 촬영을 수행하고 기존의 개발된 이미지 해석 기법을 적용하여 동결 사질토 내의 조립질 입자들의 최단거리 및 평균거리를 통하여 세립분 함유량 및 동결온도가 조립질 입자간의 거리에 미치는 영향을 파악하고자 하였다. X-ray CT 촬영 결과, 동결온도 및 세립분 함유량은 동결 사질토 내 입자간 거리에는 큰 영향을 미치지 않는 것으로 나타났다.

• 한국안전학회지
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• 제30권5호
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• pp.37-43
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• 2015

This study examined the effects of the minimum horizontal load on the structural behaviors and safety of system supports. The minimum horizontal load was frequently ignored in the design of system supports even though the level of that load was specified in the code and guide in Korea such as 'Standard Specification in Temporary Construction' and 'Guide to Installation of Shores for a Concrete Bridge'. To examine the effects of considering the minimum horizontal load, the finite element analysis were performed for various system supports. By varying installing parameters of system supports such as the vertical member spacing, the installation height, and the thickness of slab, the maximum combined stress ratios were estimated to investigate the structural safety of system supports. The results showed similar axial stress in vertical members but an increase in bending stress with a consideration of the horizontal load. The combines stress ratios are remarkably increased due to the consideration of the horizontal load. Consequently, the system supports, which were initially estimated to be safe when only the vertical loads were considered, were changed to be unsafe in most cases by the effects of the both the vertical and horizontal stresses. Therefore, the minimum horizontal load following the code and the guide is an essential load that could control the structural safety of system supports.

• Geomechanics and Engineering
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• 제7권5호
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• pp.525-537
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• 2014

The typical design of ground improvement with prefabricated vertical drains (PVD) and surcharge preloading involves a series of deterministic analyses using averaged or mean soil properties for the various combination of the PVD spacing and surcharge preloading height that would meet the criteria for minimum consolidation time and required degree of consolidation. The optimum design combination is then selected in which the total cost of ground improvement is a minimum. Considering the variability and uncertainties of the soil consolidation parameters, as well as considering the effects of soil disturbance (smear zone) and drain resistance in the analysis, this study presents a stochastic cost optimization of ground improvement with PVD and surcharge preloading. Direct Monte Carlo (MC) simulation and importance sampling (IS) technique is used in the stochastic analysis by limiting the sampled random soil parameters within the range from a minimum to maximum value while considering their statistical distribution. The method has been verified in a case study of PVD improved ground with preloading, in which average results of the stochastic analysis showed a good agreement with field monitoring data.

• Computers and Concrete
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• 제6권5호
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• pp.357-376
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• 2009

In the design of concrete columns, it is important to provide some nominal flexural ductility even for structures not subjected to earthquake attack. Currently, the nominal flexural ductility is provided by imposing empirical deemed-to-satisfy rules, which limit the minimum size and maximum spacing of the confining reinforcement. However, these existing empirical rules have the major shortcoming that the actual level of flexural ductility provided is not consistent, being generally lower at higher concrete strength or higher axial load level. Hence, for high-strength concrete columns subjected to high axial loads, these existing rules are unsafe. Herein, the combined effects of concrete strength, axial load level, confining pressure and longitudinal steel ratio on the flexural ductility are evaluated using nonlinear moment-curvature analysis. Based on the numerical results, a new design method that provides a consistent level of nominal flexural ductility by imposing an upper limit to the axial load level or a lower limit to the confining pressure is developed. Lastly, two formulas and one design chart for direct evaluation of the maximum axial load level and minimum confining pressure are produced.