• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.603-607
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• 2009

About a Structure is performance external insulation is fundamantal performance for enrgy-saving. these day, most of residential structures have constructed by internal insulation method structure. The method structure internal insulation have construction and economical efficiency, but on the other hand, be generated heat loss by heat bridge especially, be generated loss heat-energy logical consequence in structure ondol. The external insulation structure method has a mert able to minimum to loss heat about heat-bridge. But the external insulation technique is unsatisfactory statues within the know-how and method of construction and materials compared with developed countries. The recently, the requirement of market related to the external insulation technique is resulted by the energy efficiency system, but it can lead to the lack of alternative technique In study on the korea type passive house building design for insulation block method of wall system has to experimental characteristic heat-energy of practice building. In result field-experimental, the heat-bridge appeared to characteristic spent heat-energy of blow 2L class and have a suffience performance it.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.643-650
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• 2009

The necessary consequence by the rapid economic growth in large-scale urban excavation is increasing. If the site is the congested in downtown, the scale of excavation will get the large-scale and the extreme depth. We have achieved a high level technology internationally by the design and construction of underground excavation since 1980's. But the accidents during excavation are frequently occurring. So, this demage instigates the human life loss as well as economical loss. The recent accident is come about the damage for public facilities such as the railroad, subway and etc. in addition to the loss of life and property. For these reasons, the recent accident is being caused the damage of copious social overhead capital. The reasons of collapse during excavation can be classified roughly into the administrative part(sanction, permission), the investigation and design, the construction and management and etc. In this study the close check for the cases of the recent collapse is performed and the improvement course for the prevention of collapse is found.

• 한국초전도ㆍ저온공학회논문지
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• 제5권2호
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• pp.20-29
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• 2003

As power systems grow more complex and power demands increase, the need of underground transmission system is increasing gradually. But it is very difficult and high in cost to construct new ducts and/or tunnels for power cables in metropolitan areas. HTS (High Temperature Superconducting) cable can carry very high current densities with strongly reduced conductor loss and allow high power transmission at reduced voltage. Therefore HTS cable can transfer more power to be moved in existing ducts, which means very large economical and environmental benefits. A development project for a 22kV class HTS cable is ongoing at a research centers, and the cable manufacturer in Korea. In this paper, we carried out investigation for application of 22kV class HTS cable in Korean utility networks. The results show that the HTS cable is applicable to replace IPB in pumping-up power plant, withdrawal line in distributed generation, withdrawal line in complex power plant, and conventional under ground cable. Finally, as the cost of HTS wire and refrigeration drops, the technical and economical potential of HTS cable is evaluated positively.

• 한국산림과학회지
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• 제99권1호
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• pp.1-8
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• 2010

본 연구는 유럽중부지방에서 사용되고 있는 적정임도밀도산출방법을 우리나라 지형을 대상으로 적정임도밀도를 산정하였다. 경제적 측면에서의 5가지 비용변수를 이용한 적정임도밀도의 산정 결과는 총비용이 최소가 되는 부분으로서 조사지에 대한 적정임도밀도는 10.51 m/ha로 산출되었다. 이 때 총비용은 연간 235,354원/ha이며 임도개설비용은 임도의 내구연한을 30년으로 하고 이자는 3%로 했을 경우에 연간 99,693원/ha, 임도보수비용은 연간 14,502원/ha, 집재비용은 연간 99,564원/ha, 보행경비(CF)는 연간 18,142원/ha, 임도개설을 통한 산림생산임지의 감소에 따른 손실비용은 연간 3,454원/ha으로 산출되었다.

• 한국초전도ㆍ저온공학회논문지
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• 제17권2호
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• pp.25-30
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• 2015

In order to realize economical applications, it is important to reduce the ac loss of 2G high-temperature superconductor coated conductors. It seems to be reasonable that a multi-filamentary wire can decrease the magnetization loss. In this study, we prepared two samples of YBCO coated conductors with striations. We measured local superconducting properties of both samples by using Low Temperature Scanning Laser and Hall Probe Microscopy (LTSLHPM). The distribution of the local critical temperature of samples was analyzed from experimental results of Low Temperature Scanning Laser Microscopy (LTSLM) near the superconducting transition temperature. According to LTSLM results, spatial distributions of the local critical temperature of both samples are homogeneous. The local current density and the local magnetization in samples were explored from measuring stray fields by using Scanning Hall Probe Microscopy (SHPM). From SHPM results, the remanent field pattern of the one bridge sample in an external magnetic field confirms the Bean's critical state model and the three bridge sample has similar remanent field pattern of the one bridge sample. The local magnetization curve in the three bridge sample was measured from external fields from -500 Oe to 500 Oe. We visualized that the distribution of local hysteresis loss are related in the distribution of the remanent field of the three bridge sample. Although the field dependence of the critical current density must be taken into account, the relation of the local hysteresis loss and the remanent field from Bean's model was useful.

• 한국지진공학회논문집
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• 제20권6호
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• pp.391-400
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• 2016

For earthquake loss estimation of building structures in Gangnam-Gu district in Seoul, three scenario earthquakes were selected by comparison of the response spectra of these scenario earthquakes with the design spectrum in Korean Building Code (KBC 2009), and then direct losses of the building structures in the Gangnam-Gu district under each scenario earthquake are estimated. The following conclusions are drawn from the results of damage and loss in the second scenario earthquake, which has a magnitude = 6.5 and epicentral distance =15 km: (1) The ratio of building stocks undergoing the extensive and complete damage level is 40.0% of the total. (2) The amount of direct economic losses appears approximately 19 trillion won, which is 1.2% of the national GDP of Korea. (3) About 25% of high-rise (over 10-story) RC building wall structures, were inflicted with the damage exceeding moderate level, when compared to 60% of low-rise building structures. (4) From the economical view point, the main loss, approximately 50%, was caused by the damage in the high-rise RC wall building structures.

• 한국토양비료학회지
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• 제35권6호
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• pp.361-371
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• 2002

밭농사에 다원적기능중의 하나로 알려져 있는 토양유실저감기능에 대하여 기존에 보고된 결과를 수정 보완하였으며, 그 얻은 결과를 요약하면 다음과 같다. 1. 우리나라 밭농사의 토양유실량을 USLE모형을 이용하여 계산하였으며, 각 인자별 값은 다음과 같다. 강우인자(R)값은 429.4, 토양침식성인자(K)값은 0.15, 지형인자(LS)값은 1.72, 작물인자(C)값은 0.275, 토양관리인자(P)값은 0.856이었다. 2. USLE모형에 의한 우리나라 밭농사의 토양유실량은 ha당 연간 26.1톤이었으나, 나지토양의 경우에는 ha당 연간 110.8톤으로서 밭농사에 의한 토양유실량은 나지에 비하여 23% 수준이었으며, 연간 밭농사는 나지토양에 비하여 84.7톤의 토양유실량 저감기능이 있었다. 이것을 밭면적전체로는 연간 62,650천톤에 해당되었다. 3. 밭농사에 의한 토양유실저감량을 객토단가로 환산할 경우 연간 4,974억원에 해당하였다. 4. 토양유실 세부모형중 LS값이 1.72로 매우 높았는데, 밭농사의 공익기능을 제고하기 위해서는 등고선, 대상재배 등 농경적인 접근과 계단전 등의 전환 등 농토목적인 접근방식이 필요하다고 생각된다.

• 한국철도학회논문집
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• 제15권4호
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• pp.357-363
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• 2012

본 논문에서는 단상PWM컨버터 차량의 새로운 운전방식에 대해 기술하였다. 최근의 전기차량은 PWM 컨버터를 채택함으로써 그 이전의 차량들에 비하여 역률을 1.0에 가깝도록 유지할 수 있게 되었다. 그러나 이들 차량은 컨버터 제어방식의 비교적 간단한 수정을 통하여 진상 역률 영역에서의 운전이 가능한데, 이러한 특징은 차량 자체만으로는 큰 의미가 없을지 모르나 급전계통과 연계하여 검토하는 경우 선로의 무효전력 손실을 보상함으로써 급전선로의 유효전력 손실을 감소시키고 전압 분포를 개선하는 효과를 나타내게 된다. 이동형 보상장치가 될 수 있다는 특징으로 무효전력 보상을 위해 일반적으로 검토되는 SVC와 비교해도 장점을 가지게 된다. PWM컨버터차량의 진상운전 조건 및 관련식의 유도와 함께 이러한 방식을 적용하기 위한 새로운 역률 제어 알고리즘을 제시하였다. SIMULINK 모델을 사용한 모의를 통하여 제시된 방법의 실 적용 가능성을 검토하였으며 만족할 만한 결과를 얻을 수 있었다.

• 한국융합학회논문지
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• 제8권8호
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• pp.17-26
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• 2017

집광형태양광발전시스템은 집광형태양전지 셀, 모듈, PCS, 태양위치추적기, 시스템설비와 그에 따른 시스템주변창치들로 구성된다. 이러한 다양한 요소를 반영하여 시스템모델링이 이루어져 집광형태양광발전시스템에 대한 분석과 모델링방법이 적용되어야 한다. 본 논문에서 제안된 이러한 다양한 요소를 반영하여 최적의 CPV 시스템 시뮬레이션을 제안하여 집광형태양광발전시스템 모델링과 에너지의 발생분석에 대한 최적 설계가 이루어지도록 모델링에 중점 두어 설계하였다. 손실 파라미터 계산 방법에 관한 일반화된 집광형태양광발전시스템의 계산된 시뮬레이션 결과는 높은 신뢰성과 안정성을 갖는 집광형태양광발전시스템의 최적의 설계가 가능하다. 손실 파라미터 계산 방법은 CPV 시스템 설계의 경제적 분석을 위한 시뮬레이션 및 다양한 데이터 활용을 위한 시뮬레이션방법을 활용할 수 있다.

• 한국농공학회지
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• 제20권1호
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• pp.4599-4613
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• 1978

This study was intended to investigate the effects of bituminous material content of soil-cement mixtures on their durability. For the purpose, unconfined compressive strength test, Freeze-thaw test, and wet-dry test were performed with three types of soil. Each type of soil was mixed with three levels of cement content and each soil-cement mixture was mixed with four levels of bituminous material content. For the unconfined compressive strength test, Freeze-thaw test and wet-dry test, 324, 108, and 108-specimens were prepared respectively. Unconfined compressive strength was measured at age of 7-days, 14-days and 28-days using 108-specimens in each age. The soil-cement loss rate due to freeze-thaw and wet-dry were calculated after 12 cycles of test using 108-specimens in each test. The results are summarized as follows : 1. Optimum moisture content was increased with increase of cement content, but maximum dry density was changed irregulary with increase of the cement content. 2. The unconfined compressive strength was increased with increase of cement content, bituminous material content and curing age. Cement is more effective factor than bituminous material on unconfined compressive strength of soil-cement Mixture. 3. It is estimated as the most economical cement content that the recommended cement content of A.S.T.M. because increasing rate of unconfined compressive strength at age of 28-days was low when cement content is above the recommanded cement content of A.S.T.M. among all types of soil. 4. Although a portion of cement content is substituted for bituminous material, the necessary unconfined compressive strength can be obtained. 5. The soil-cement loss was more influenced by wet-dry than Freeze-thaw 6. The bituminous material is more effective on the decrease of soil-cement loss than increase of unconfined compressive strength 7. The void ratio of soil-cement mixture was changet irregularly with increase of cement content, but that was decreased in proportion to the increase of bituminous material content. 8. The regression equation between the unconfined compressive strength and soil-cement loss rate were obtained as table 7.