• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2015.11a
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• pp.67-70
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• 2015

최근 깊이 영상 기반 렌더링 방법을 이용하여 제작된 3차원 컨텐츠가 우리의 눈을 즐겁게 해주고 있다. 이러한 깊이 영상 기반 렌더링에서는 필연적으로 색상 카메라와 깊이 카메라 간의 시점 차이가 발생한다. 따라서 두 시점을 일치시키는 전처리 과정으로서 카메라 파라미터가 중요한 역할을 수행한다. 카메라 파라미터를 획득하는 과정으로 카메라 캘리브레이션이 수행된다. 널리 사용되는 기존의 카메라 캘리브레이션 방법은 평면의 체스보드 패턴을 여러 자세로 촬영한 다음 패턴 특징점을 손으로 직접 선택해야하는 불편함이 따른다. 따라서 본 논문에서는 이 문제를 해결하기 위해 원형 샘플 화소 검사와 호모그래피 예측을 이용한 반자동 카메라 캘리브레이션을 제안한다. 제안하는 방법은 먼저 FAST 코너 검출 알고리즘을 이용하여 패턴 특징점의 후보를 영상으로부터 추출한다. 다음으로 원형 샘플 화소를 검사하여 후보군의 크기를 줄인다. 그리고 호모그래피 예측을 통해 손실된 패턴 특징점을 보완하는 완전한 패턴 특징점군을 획득한다. 마지막으로 화소 정확성 향상을 통해 실수 단위의 정확성을 가지는 패턴 특징점의 위치를 획득한다. 실험을 통해 제안하는 방법이 기존의 방법과 비교하여 카메라 파라미터의 정확성은 유지하고 수작업의 불편함을 해소할 수 있음을 확인했다.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.245-245
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• 2018

최근 도시화 및 산업화의 발달로 불투수면적이 증가함에 따라 건기 시 토지 표면에 축적된 오염물질이 강우유출수와 함께 하천으로 유출되는 등 수질오염의 가중과 불특정 지역에서 발생하는 비점오염원의 집중관리가 필요한 실정이다. 우리나라는 환경기초시설 등의 건설로 점오염원 관리는 강화되었지만, 비점오염원의 부하량은 점차 증가되고 있는 추세이며, 환경부 및 관계부처에서는 비점오염관리를 위한 여러 정책을 추진 중에 있다. 국내에서 사용하고 있는 비점오염저감장치는 자연형 시설과 장치형 시설로 구분되는데, 이 중 장치형 시설은 필터를 사용하여 비점오염저감의 효율성을 증가시키지만, 필터를 사용함으로써 유지관리 및 경제적인 측면에서 매우 불리하다. 이에 본 연구에서는 필터가 없는 장치형 시설을 고안하여 자연 순환기능을 최대한 유지하고, 오염물질을 최적으로 제거할 수 있는 방안을 마련하고자 수리실험을 통해 비점오염원의 제거효율을 분석하였다. 수리학적 상사법칙에 따라 원형대비 1/3축소모형과 2가지의 원형모형에 대해 총 3가지 모형에 대해 환경부에서 고시한 비점오염저감장치 기준을 뛰어넘는 유역면적, 강우강도 및 부유물질의 양으로 실험을 진행하였다. 실험결과는 유입수 농도에 대한 유출수의 농도로 계산하였으며, 장치에서 유출 직후 5분 간격으로 채취한 후, 수질공정시험법을 참고하여 부유물질에 대한 실험 중 하나인 유리섬유여과방법을 이용해 실험 결과를 도출하였다. 실험 결과, 본 연구에서 고안한 장치형 시설은 필터를 사용하지 않음에도 불구하고 환경부 기준인 부유물질 제거효율 80%이상을 만족한 것으로 나타나 현재 사용하고 있는 장치형 시설보다 유지관리 및 경제성 등이 우수할 것으로 기대된다.

• Journal of the Korean Society of Propulsion Engineers
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• v.21 no.5
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• pp.19-28
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• 2017

Effects of cavitation and hydraulic flip in circular and elliptical nozzles on the flow characteristics have been studied. Spray tests were conducted using injectors with different ratios of an orifice length(L) to a diameter(d) and of a major axis diameter(a) to a minor axis diameter(b). With the increment of an injection pressure drop, discharge coefficients slightly decreased in cavitation flows, and those suddenly dropped and were almost constant in hydraulic flip flows. For elliptical nozzles with L/b > 8 and L/a < 8, discharge coefficients and flow patterns showed different results from those in previous circular nozzles. When a flow in the elliptical nozzle was under steady condition, as the liquid column went downstream from the nozzle, its spray angle a little decreased in the plane of a major axis and increased in the plane of a minor axis.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.19 no.5
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• pp.562-571
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• 2008

In this paper, we propose a novel structure of a spiral antenna with a CP characteristic for RFID reader in UHF band. Since the proposed antenna can be built by printing on a FR-4 substrate, it is appropriate for low-cost mass-production. The antenna is designed to operate in UHF band of $860{\sim}960$ MHz. The CP bandwidth is Increased enough to cover an overall UHF RFID band by using a spiral structure for the antenna arm. The matching bandwidth is broadened by using a quarter-wave transformer between the fred and the antenna body. The proposed antenna has advantages of its easy gain and pattern control with a small antenna size. The measured antenna performance shows the matching bandwidth of 13%, the CP bandwidth of 23%, and the gain of 6.5 dBi. This verifies that the proposed antenna is appropriate for RFID antennas in UHF band.

• Journal of Korean Society of Environmental Engineers
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• v.31 no.1
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• pp.15-20
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• 2009

The concentration of residual chlorine should be kept at over 0.1 mg/L in the circular water tank used in a water purification system. Generally, the concentration of residual chlorine depends on the structure and the volume of water tank, and also the water flow rate. To secure the diffusion time is important to the concentration of residual chlorine. For that reason, the baffles are installed in the circular water tank. In the present study, the variations of water and chlorine concentration were obtained with time using the numerical analysis. And also, the streamlines were shown according to the number of baffles. As a results, the vortex flow appeared between baffles, and the diffusion time of chlorine increased with the more number of baffles.

• Journal of Aerospace System Engineering
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• v.13 no.4
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• pp.18-25
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• 2019

Studies on the fabrication of UAV by using 3D printer have been actively carried out. However, research on structural load characteristics in low temperature environment is insufficient. In this study, a composite sandwich structure with ordinary orbs structure was proposed, and the load characteristics for temperature condition changes were analyzed. The ordinary orbs and honeycomb structures were fabricated by using a FDM type 3D printer. The bending load test was carried out at room temperature and low temperature condition. The low temperature condition was classified into four cases. Bending load tests were performed in a low temperature chamber to maintain the required temperature conditions. As a result of the test, it was confirmed that the proposed ordinary orbs structure had better load characteristics at low temperatures than the existing honeycomb structure.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.5
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• pp.56-66
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• 2017

In this study, seismic strengthening performance of RC circular columns reinforced with high ductile PET and hybridized fibers(HF, PET + aramid) strand was experimentally compared and investigated. As a result, the maximum flexural strength and ductility capacity of all reinforced columns were improved than control column and fiber rupture did not occur at the ultimate stage. In addition, the resistive strength and displacement of the PET sheet 25 layers reinforcing column and the HF strand 1 layer reinforcing column were almost similar, so that 1 layer of HF strand showed the same lateral confinement effect as the PET sheet 25 layers. As a result of this experimental study, PET is considered to be suitable as seismic reinforcement material for RC structures in terms of flexural strength and ductility. However, in order to increase the possibility of application in the field, it is necessary to use a prefabricated PET sheet such as HF used in this study. The durability of PET needs investigation in the future.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.3B
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• pp.205-209
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• 2011

The low carrying capacity caused by the deposition in a sewer line is one of the main reason of the urban flood. Therefore, an efficient maintenance and management of the storm water drainage system is very important to prevent urban flood. In this research, the sediment transport characteristics through a pressure pipeline were examined with laboratory experiments. Bed-forms in a pipeline, sediment rates, roughness due to sediments were examined. Experimental system consists of flow circulation system with a pump and a sediment feeder at the upstream of the pipeline. Sediments were supplied into a 60 mm-diameter and 8 m-long pipe. Maximum flow rate is $30m^3/hr$, and the sediment feeding rate range is 5 g/s~19 g/s. Governing parameters and estimation equation for sediment transport rate were developed. The mean velocity (U), coefficient of viscosity (${\mu}$), unit width bed load ($q_b$), mean diameter of particle ($d_{50}$), unit weight of sediment in water (${\gamma}^{\prime}_s$) were adopted as the most influencing factors of sediment transport patterns. The prediction equation for sediment transport rate were developed with two dimensionless terms. These two dimensionless terms showed a linear relationship with high correlation coefficient.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.176-182
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• 2018

The purpose of this study was to investigate the safety and rationality of buckling strength and length coefficient by comparing with the design standards of domestic and foreign compression materials based on the buckling test results of circular steel pipe with ball joints. The types of round steel pipes selected for buckling performance evaluation were ø$48.6{\times}2.8t$, ø$60.5{\times}3.2t$ and ø$76.3{\times}3.2t$. For the design of domestic and foreign compression materials, Korea 's Load Resistance and Factor Design, Japan' s Limit State Design, and British Standard BS5950 standard were applied. In this study, we compared and analyzed the buckling performance between the experimental results of the previous research and the domestic and foreign design standards. The results were summarized as follows. As a result of applying the full length of the member to the buckling length in the compression materials design standards of each country, it was 64-89% of the buckling strength by the experiment. Therefore, it is deemed desirable to perform the member design according to the current design standard formula for safety. Experimental results show that the measured buckling strength was 1.02-1.43 times higher than the buckling strength of pure cylindrical steel tubes in the design standards of Korea, Japan and the United Kingdom compression materials. Consequently, it seemed that the buckling strength of individual member in the design of space frame structure should be considered buckling coefficient as the length of pure round steel pipe rather than the length of inter-node.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.6
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• pp.1-9
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• 2017

Spiral reinforcement in a circular column plays an effective role in the ductile behavior of a column through position fixing and buckling restraining of the longitudinal reinforcement, and confining core-concrete. Each country has suggested the minimum volumetric ratio of spiral reinforcement in order to secure the ductility of concrete columns. The minimum volumetric ratio of spiral reinforcement suggested by ACI 318-14 and the national concrete structure design standard was developed based on the theory of Richard et al. (1928); furthermore it has been used until now. However, their theory cannot consider the effects of high strength concrete and high strength reinforcement, and arrangement condition of the spiral reinforcement. In this study, a modified minimum volumetric ratio equation is suggested, which is required to improve the ductility of reinforced concrete circular columns and to recover their stress. The modified minimum volumetric ratio equation suggested here considers the effect of the compressive strength of concrete, the yield strength of spiral reinforcement, the cross sectional area of columns, the pitch of spiral reinforcements and the diameter of spiral reinforcement. In this paper, the validity of the minimum volumetric ratios from ACI 318-14 and this study was investigated and compared based on the results of uniaxial compression experiment for specimens in which the material strength and the spiral reinforcements ratio were used as variables. In the end of the study, the modification method for the suggested equation was examined.