• 제목/요약/키워드: Auxiliary building

검색결과 81건 처리시간 0.022초

태양에너지 연구 시험센타 설계 및 효율에 관한 연구 (Design & Performance of the Solar Energy Research & Test Center)

  • 오정무;이종호;최병완;조일식
    • 태양에너지
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    • 제2권2호
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    • pp.29-36
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    • 1982
  • The Solar Energy R&D Department of KIER under the auspice of the Korean government is pushing hard on the development of the passive solar technology with high priority for the expeditious widespread use of solar energy in Korea, since the past few years of experiences told us that the active solar technology is not yet ready for massive commercialization in Korea. KIER has completed the construction of the Solar Energy Research & Test Center in Seoul, which houses the major facilities for its all solar test programs. The Center was designed as a passive solar building with great emphasis on the energy conserving ideas. The Center is not only the largest passive building in Korea, but also the exhibit center for the effective demonstration of the passive heating and cooling technology to the Korean public. The Center was designed to satisfy the requirements based on the technical and economical criteria set by the KIER. Careful considerations, therefore, were given in depth in the following areas to meet the requirements. 1) Passive Heating Concepts The Center employed the combination of direct and indirect gain system. The shape of the Center is Balcomb House style, and it included a large built-in sunspace in front. A partition, consists of transparent and translucent glazings, separates the sunspace and the living space. Since most activities in the Center occur during the day time, direct utilization of the solar energy by the living spaces was emphasized with the limited energy storage capacity. 2) Passive Cooling Concepts(for Summer) Natural ventilation concept was utilized throughout the building. In the direct gain portion of the system, the front glazing can be openable during the cooling season. Natural convection scheme was also applied to the front sunspace for the Summer cooling. Reflective surfaces and curtains were utilized wherever needed. 3) Auxiliary Heat ing and Cooling System As an auxiliary cooling system, mechanical means(forced convection system) were adopted. Therefore forced air heating system was also used to match the duct work requirements of the auxiliary cool ing system. 4) Effect ive Insulation & Others These included the double glazed windows, the double entry doors, the night glazing insulation, the front glazing-frame insulation as well as the building skin insulation. All locally available construction materials were used, and natural lightings were provided as much as possible. The expected annual energy savings (compared to the non-insulated conventional building)of the Center was estimated to be about 80%, which accounts for both the energy conservation and the solar energy source. The Center is being instumented for the actual performance tests. The experimental results of the simplified tests are discussed in this paper.

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An Improvement of Estimation Method of Source Term to the Environment for Interfacing System LOCA for Typical PWR Using MELCOR code

  • Han, Seok-Jung;Kim, Tae-Woon;Ahn, Kwang-Il
    • Journal of Radiation Protection and Research
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    • 제42권2호
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    • pp.106-113
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    • 2017
  • Background: Interfacing-system loss-of-coolant-accident (ISLOCA) has been identified as the most hazardous accident scenario in the typical PWR plants. The present study as an effort to improve the knowledge of the source term to the environment during ISLOCA focuses on an improvement of the estimation method. Materials and Methods: The improvement was performed to take into account an effect of broken pipeline and auxiliary building structures relevant to ISLOCA. An estimation of the source term to the environment was for the OPR-1000 plants by MELOCR code version 1.8.6. Results and Discussion: The key features of the source term showed that the massive amount of fission products departed from the beginning of core degradation to the vessel breach. Conclusion: The release amount of fission products may be affected by the broken pipeline and the auxiliary building structure associated with release pathway.

Automatic assessment of post-earthquake buildings based on multi-task deep learning with auxiliary tasks

  • Zhihang Li;Huamei Zhu;Mengqi Huang;Pengxuan Ji;Hongyu Huang;Qianbing Zhang
    • Smart Structures and Systems
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    • 제31권4호
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    • pp.383-392
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    • 2023
  • Post-earthquake building condition assessment is crucial for subsequent rescue and remediation and can be automated by emerging computer vision and deep learning technologies. This study is based on an endeavour for the 2nd International Competition of Structural Health Monitoring (IC-SHM 2021). The task package includes five image segmentation objectives - defects (crack/spall/rebar exposure), structural component, and damage state. The structural component and damage state tasks are identified as the priority that can form actionable decisions. A multi-task Convolutional Neural Network (CNN) is proposed to conduct the two major tasks simultaneously. The rest 3 sub-tasks (spall/crack/rebar exposure) were incorporated as auxiliary tasks. By synchronously learning defect information (spall/crack/rebar exposure), the multi-task CNN model outperforms the counterpart single-task models in recognizing structural components and estimating damage states. Particularly, the pixel-level damage state estimation witnesses a mIoU (mean intersection over union) improvement from 0.5855 to 0.6374. For the defect detection tasks, rebar exposure is omitted due to the extremely biased sample distribution. The segmentations of crack and spall are automated by single-task U-Net but with extra efforts to resample the provided data. The segmentation of small objects (spall and crack) benefits from the resampling method, with a substantial IoU increment of nearly 10%.

건설분야 전천후 공법 적용방안 (A Method of All-Weather Construction Application in Construction Sites)

  • 이한우;이병수;방창준
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.193-194
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    • 2012
  • Construction work is affected by the weather; e.g. snowfall, rainfall and low-high ambient temperature, especially at a site in a severe climate. The influence of the weather is one of the possible reasons for delays in a construction schedule and quality deterioration. To protect the worksite from severe weather conditions, the temporary roof and wall could be installed on the outside of main structures designed in advance and the temporary structures could be took down after a period use. The greater coverage all-weather construction method is applied, the larger the effect. so, it is important and needs that the temporary roof and wall can be widely applied, designed to effectively about structure and layout.

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한국십진분류법 제5판 개정 방안 (Some Suggestion on the 5th Revise Edition of Korean Decimal Classification)

  • 정해성
    • 한국도서관정보학회지
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    • 제38권4호
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    • pp.529-546
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    • 2007
  • 이 연구는 KDC 제5판의 개정 내용을 제안하는 것이다. 개정되는 제5판은 조합식 구조를 전제로 다양한 합성방법을 사용하는 것이 필요하다. 또한 부가표의 신설, 주기의 다양화, 보조표의 전개를 확대하고, 기호 합성방법은 "기본기호 $\sim$$\sim$표의 기호 $\sim$을 합성한다." 형식의 주기를 일관성 있게 사용하고 실질적인 보조표의 역할을 할 수 있도록 개정할 것을 제안한다.

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Seismic Assessment and Performance of Nonstructural Components Affected by Structural Modeling

  • Hur, Jieun;Althoff, Eric;Sezen, Halil;Denning, Richard;Aldemir, Tunc
    • Nuclear Engineering and Technology
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    • 제49권2호
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    • pp.387-394
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    • 2017
  • Seismic probabilistic risk assessment (SPRA) requires a large number of simulations to evaluate the seismic vulnerability of structural and nonstructural components in nuclear power plants. The effect of structural modeling and analysis assumptions on dynamic analysis of 3D and simplified 2D stick models of auxiliary buildings and the attached nonstructural components is investigated. Dynamic characteristics and seismic performance of building models are also evaluated, as well as the computational accuracy of the models. The presented results provide a better understanding of the dynamic behavior and seismic performance of auxiliary buildings. The results also help to quantify the impact of uncertainties associated with modeling and analysis of simplified numerical models of structural and nonstructural components subjected to seismic shaking on the predicted seismic failure probabilities of these systems.

Basic study on correction method of measured earthing resistance by 4-potential method

  • Saki, Ueta;Takehiko, Takahashi
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2008년도 추계학술대회 논문집
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    • pp.53-56
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    • 2008
  • The full of potential method is generally used for measuring the earthing-resistance. This method needs two auxiliary electrodes and it is required that two auxiliary electrodes are placed at enough distances from the earthing electrode, e.g. building foundation. However, in urban area there is not enough space for taking measurement. So, it is very difficult to measure the earth resistance precisely. However, there is the 4- potential method when it stand on the theory of the full of potential method. It is the purpose of this paper to basic study on correction method of measured earthing resistance by 4-potential method.

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Effects of vertical ribs protruding from facades on the wind loads of super high-rise buildings

  • Quan, Yong;Hou, Fangchao;Gu, Ming
    • Wind and Structures
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    • 제24권2호
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    • pp.145-169
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    • 2017
  • The auxiliary structures of a high-rise building, such as balconies, ribs, and grids, are usually much smaller than the whole building; therefore, it is difficult to simulate them on a scaled model during wind tunnel tests, and they are often ignored. However, they may have notable effects on the local or overall wind loads of the building. In the present study, a series of wind pressure wind tunnel tests and high-frequency force balance (HFFB) wind tunnel tests were conducted on rigid models of an actual super high-rise building with vertical ribs protruding from its facades. The effects of the depth and spacing of vertical ribs on the mean values, fluctuating values and the most unfavorable values of the local wind pressure coefficients were investigated by analyzing the distribution of wind pressure coefficients on the facades and the variations of the wind pressure coefficients at the cross section at 2/3 of the building height versus wind direction angle. In addition, the effects of the depth and spacing of vertical ribs on the mean values, fluctuating values and power spectra of the overall aerodynamic force coefficients were studied by analyzing the aerodynamic base moment coefficients. The results show that vertical ribs significantly decrease the most unfavorable suction coefficients in the corner recession regions and edge regions of facades and increase the mean and fluctuating along-wind overall aerodynamic forces.

PWR 발전소에서의 방사선장 특성 (Radiation Field in PWR Plants)

  • 송명재;김희근;김봉환;장시영
    • Journal of Radiation Protection and Research
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    • 제17권2호
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    • pp.61-70
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    • 1992
  • 국내 원전의 주종인 가압경수로를 대상으로 스펙트로메트리 기법에 의한 감마, 중성자 그리고 베타 방사선장에 대한 특성조사를 수행하였다. 감마선장의 경우, HPGe 반도체 검출기로 구성된 휴대용 감마 스펙트로메타를 사용하여 측정한 결과, 평균 에너지 값의 분포는 가동정지중일 때 원전의 격납용기내에서 $440{\sim}780keV$, 가동중일 때 원전의 보조건물내에서 $280{\sim}760 keV$로 나타났다. 가동중인 원전의 격납용기내 operation deck를 중심으로 5개 지점에 대하여 BMSS (Bonner Multiple Spectrometry System)을 사용하여 중성자선장을 조사하였다. BUNKI 코드를 사용하여 측정스펙트럼을 분해하였으며, 측정 장소에서의 평균 에너지 값의 분포는 $20{\sim}210 keV$이었다. 베타피폭원인 오염에 대하여 가동정지 상태인 원전의 격납용기내와 보조건물의 총 14개 지점의 고방사성 오염지역에서 smearing 시료를 채취하여 표면장벽형 Si 반도체검출기를 사용하여 에너지 스펙트럼을 측정하였다. 그 결과 부식생성물 $^{60}Co$에 의한 베타 에너지가 지배적인 것으로 나타났다.

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