• 제목/요약/키워드: Construction volume

검색결과 1,488건 처리시간 0.022초

A study on the in-line type inertance tube pulse tube cryocooler for cooling Superconductor filter

  • Park, Seong-Je;Hong, Yong-Ju;Kim, Hyo-Bong;Kim, Seon-Young;Jung, Woo-Seok
    • 한국초전도ㆍ저온공학회논문지
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    • 제6권4호
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    • pp.46-50
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    • 2004
  • The Experimental results of the in-line type inertance tube pulse tube cryocooler for cooling superconductor RF filter are presented in this paper. The pulse tube refrigerator, which has no moving parts at its cold section, is attractive in obtaining higher reliability, simpler construction, and lower vibration than any other small refrigerators. The purpose of this study is to analyze the characteristics of in-line type inertance tube pulse tube refrigerator (IPTR), and to get main factor to improve the performance of the in-line type IPTR. Firstly, design parameters of the in-line IPTR are discussed by ARCOPTR program, and then to find optimal conditions of in-line type IPTR, cool down characteristics according to the variations of the charging pressure, inertance tube volume, regenerator volume and pulse tube volume are measured by the experiment. The lowest temperature of the cold end was about 50 K. Cooling capacity was the highest in the charging pressure of 32 atm. and 5W at 72K. On the other hand, COP of the in-line type IPTR was the highest in the charging pressure of 21 atm. and 0.018 at 77K.

점토-Fly Ash 혼합물로 된 제체의 사면안정 해석(지반공학) (The Analysis of Slope Stability on Clay-Fly Ash Mixtures Embankment)

  • 권무남;정성욱;김현기
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2000년도 학술발표회 발표논문집
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    • pp.477-483
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    • 2000
  • Fly ash is the unburned residue resulting from the combustion of coal in utility and industrial boilers such as thermal power plants. Annually about 5 million tons of fly ash is being produced in korea. Less than 25 percent of total volume of fly ash is currently being used effectively for some ways. In the future, the volume of fly ash discharge from thermal power stations will be increasing more and more, and the development of the utilization of high volume fly ash is required. Fly ash has a lower compacted density and specific gravity than coarse grained natural aggregates but equivalent strength properties indicating that the fly ash could be used as a structural fill materials. So, clay-fly ash mixtures can be used as a fill material in the construction of embankments. Laboratory tests have been carried out to determine the physical, chemical, and geotechnical characteristics of the clay and fly ash. The fly ash is mixed with the clay in different proportions and the geotechnical characteristics of the mixtures have been studied also. In this study describes the results of the experimental study. The implications of the use of clay and clay-fly ash mixtures on the stability of embankments are discussed.

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강섬유 보강 콘크리트의 조기 재령에서의 휨 인성 발현에 관한 연구 (Investigation of Flexural Toughness Development of Steel Fiber Reinforced Concrete at Early Ages)

  • 이창준;신성우
    • 한국안전학회지
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    • 제24권6호
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    • pp.103-110
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    • 2009
  • Since the mechanical properties of cement-based materials are time-dependent due to the prolonged cement hydration process, those of fiber reinforced concrete(FRC) may also be time-dependent. Toughness is one of important properties of FRC. Therefore, it should be investigated toughness development of FRCs with curing ages to fully understand the time-dependent characteristics of FRCs. To this end, the effect of curing ages on flexural toughness development of steel fiber reinforced concrete is studied. Three point bending test with notched beam specimen was adapted for this study. Hooked-end steel fiber(DRAMIX 40/30) was used as a fiber ingredient to investigate w/c ratio and fiber volume fraction effect on toughness development during curing. Three different water-cement ratios(0.44, 0.5 and 0.6) and fiber volume fractions(0%, 0.5% and 1%) were used as influence factors. Each mixture specimens were tested at five different ages, 0.5, 1, 3, 7 and 28 days. The study shows that flexure toughness development with age is quite different than other concrete material properties such as compressive strength. The study also shows that the toughness development trend correlates more closely to water/cement ratio than to fiber volume fraction.

국토정책이 지역 간 인구이동에 미치는 영향에 대한 프로토타입 모형 개발 (Prototype Model Building Reflecting Impact of National Territorial Policies towards the Interregional Migration)

  • 최남희;안유정;이진희;김경미;송미경;이만형
    • 한국시스템다이내믹스연구
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    • 제11권4호
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    • pp.117-142
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    • 2010
  • National territorial policies require a series of dynamic simulations, which would facilitate effectiveness measuring and forecasting works geared towards territorial policies under consideration or implementation. This paper aims at designing an integrated prototype for the proposed territorial policies. After the simulation exercises for the Ochang Industrial Complex(OIC) in Chungbuk Province, this study firstly finds meaningful mismatch phenomena between housing and population increases as the in-migration time lag seems inevitable even after the housing construction is in a mature state. Secondly, the OIC development exerts more significant impact on the number of employees than that of business units. Thirdly, in- and out-migration orders are different during the first and second stages of OIC development. That is, Chungbuk Province records the largest in terms of in-migration volume, followed by the Capital and Non-Capital Regions. Even though Chungbuk Province ranks the top position in the out-migration volume, the rank of the Capital and Non-Capital Regions is reversed: the our-migration volume towards the Non-Capital Region outruns that of the Capital Region.

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반복하중을 받는 철근콘크리트 연결보에서 강섬유의 보강효과에 관한 연구 (A Study on the Effect of Steel Fiber in Reinforced Concrete Coupling Beam Subjected to Cyclic Loading)

  • 김진성;배백일;최창식
    • 대한건축학회논문집:구조계
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    • 제35권10호
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    • pp.181-190
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    • 2019
  • In this study, four reinforced concrete coupling beams were subjected to cyclic lateral loading test to evaluate the structural performance of coupling beam according to volume fraction of steel fiber. For this purpose, the volume fraction of steel fiber(0%, 1%, 2%) and transverse reinforcement spacing were determined as the main parameter. According to the test results, the maximum strength of D-40C-s100-0 was 1.15, 1.13, 1.05 times higher than D-40C-s300-0, D-40C-s300-1, D-40C-s300-2, respectively. The maximum strength of coupling beams with mitigated rebar details increases as the volume fraction of steel fiber increases. Although steel fiber 2% reinforced specimen(D-40C-s300-2) did not satisfy the amount of transverse reinforcement required for seismic design of coupling beam, the overall performance including to maximum strength, ductility and energy dissipation capacity was similar to the control specimen(D-40C-s100-0). As a result, the use of steel fiber with 2% reinforcement can partially replace the transverse reinforcement in diagonally reinforced concrete coupling beam.

가상 설계 환경을 활용한 지로터 펌프의 배제용적 증량 설계 사례 (Design for Increasing Displacement Volume of Gerotor Pumps using Virtual Design Environment)

  • 노대경;이동원;전정배;장주섭
    • 드라이브 ㆍ 컨트롤
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    • 제21권2호
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    • pp.15-22
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    • 2024
  • The objective of this study was to examine whether a gerotor pump used in a transmission could be converted into an electric vehicle thermal management system pump using a virtual design environment. To achieve this objective, we first built an environment that could analyze the performance of a gerotor pump in heat transfer fluid. Flow rate, pressure, and volumetric efficiency were then analyzed when using heat transfer fluid in a gerotor pump. Finally, how large the displacement volume of the pump should be designed when using a heat transfer fluid other than oil was determined. Based on results of this study, it is expected that gerotor pumps will be applied to new business fields such as electric vehicle cooling systems.

A study on the characteristics of applying oversampling algorithms to Fosberg Fire-Weather Index (FFWI) data

  • Sang Yeob Kim;Dongsoo Lee;Jung-Doung Yu;Hyung-Koo Yoon
    • Smart Structures and Systems
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    • 제34권1호
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    • pp.9-15
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    • 2024
  • Oversampling algorithms are methods employed in the field of machine learning to address the constraints associated with data quantity. This study aimed to explore the variations in reliability as data volume is progressively increased through the use of oversampling algorithms. For this purpose, the synthetic minority oversampling technique (SMOTE) and the borderline synthetic minority oversampling technique (BSMOTE) are chosen. The data inputs, which included air temperature, humidity, and wind speed, are parameters used in the Fosberg Fire-Weather Index (FFWI). Starting with a base of 52 entries, new data sets are generated by incrementally increasing the data volume by 10% up to a total increase of 100%. This augmented data is then utilized to predict FFWI using a deep neural network. The coefficient of determination (R2) is calculated for predictions made with both the original and the augmented datasets. Suggesting that increasing data volume by more than 50% of the original dataset quantity yields more reliable outcomes. This study introduces a methodology to alleviate the challenge of establishing a standard for data augmentation when employing oversampling algorithms, as well as a means to assess reliability.

우리나라 가상수량 산정방법의 적용성 평가 (Evaluation of Virtual Water Calculation Method in Korea)

  • 안재현;이재근;이승호;홍일표
    • 한국수자원학회논문집
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    • 제43권6호
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    • pp.583-595
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    • 2010
  • 가상수(假想水, Virtual Water)란 일정량의 농산물, 축산물, 공산품과 같은 생산품 혹은 서비스 제공에 필요한 물의양을 뜻하는 것으로 1990년대 초반 Tony Allan 교수가 처음 제시하였다. 본 연구는 Chapagain and Hoekstra (2004)이 제시한 농축산물 및 공산품의 단위 가상수량 산정방법을 분석 및 적용하여 1998년부터 2007년까지 우리나라의 가상수 수출입량을 산정하였다. 또한 가상수 수출입을 국가간 정량화하는 방법론으로 물발자국(Water Footprint) 이론을 이용하였다. 그리고 2006년 우리나라 농작물 생산량에 단위 가상수량을 적용하여 수자원장기종합계획(건설교통부, 2006)의 농업용수 수요량과 비교함으로써 단위 가상수 사용의 적절성을 검토하였다. 연구결과 현재 우리나라는 연평균 320억 $m^3$의 가상수를 농축산물 및 공산품의 무역을 통하여 순수입하고 있으며 그 양은 지속적으로 증가추세를 보이고 있다. 생산되는 농작물의 가상수량과 농업용수 수요량의 차이는 약 6억 $m^3$으로서 전체 수요량이 약 160억 $m^3$인 점을 감안한다면 상대적으로 근소한 차이로서 본 연구에서 적용한 단위 가상수량 산정방법이 타당함을 입증하였다.

비정렬 유한체적법을 위한 QUICK법의 수정 (Modification of QUICK Scheme for Unstructured Grid Finite Volume Method)

  • 강동진;배상수
    • 대한기계학회논문집B
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    • 제24권9호
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    • pp.1148-1156
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    • 2000
  • The QUICK scheme for convection terms is modified for unstructured finite volume method by using linear reconstruction technique and validated through the computation of two well defined laminar flows. It uses two upstream grid points and one downstream grid point in approximating the convection terms. The most upstream grid point is generated by considering both the direction of flow and local grid line. Its value is calculated from surrounding grid points by using a linear construction method. Numerical error by the modified QUICK scheme is shown to decrease about 2.5 times faster than first order upwind scheme as grid size decreases. Computations are also carried out to see effects of the skewness and irregularity of grid on numerical solution. All numerical solutions show that the modified QUICK scheme is insensitive to both the skewness and irregularity of grid in terms of the accuracy of solution.

도시지역 CSOs 저감을 위한 저류조 및 이송관로의 최적 용량결정에 관한 연구 (Study on the determination of optimum size of storage tank and intercepting capacity for CSOs reduction in urban area)

  • 이관용;최원석;이용재;구원석;송창수
    • 상하수도학회지
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    • 제26권6호
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    • pp.735-745
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    • 2012
  • Storage method is one of major measures for reduction of CSOs pollutant loads and several projects have been done nationwide. But systematic analysis of intercepting capacity has not been studied to determine optimum size of storage facility. In this research, not only storage volume but also intercepting capacity which means flow capacity from intercepting facility to CSOs storage facility was studied and optimum sizing method for storage facility was proposed. The result shows that pollutants reduction efficiency can be increased significantly by increasing intercepting capacity and it might reduce storage volume and total construction costs. Intercepting capacity for the study area was evaluated and it was shown as equivalent to 83 % probability rainfall intensity.