• 제목/요약/키워드: Sheltering

검색결과 47건 처리시간 0.019초

복토 주택의 외벽면 복토 두께 변화에 따른 열부하 패턴에 관한 연구 (A Study on the Thermal Load Patterns for a Exterior Wall in a House According to a Variation of Earth Sheltering Thickness)

  • 이재혁;최원기;서승직;조동우
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2008년도 하계학술발표대회 논문집
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    • pp.807-812
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    • 2008
  • The various attempts is made to solve the energy and environment problems. In addition, people interested in their life quality want the more eco-friendly living space. So we suggested that the earth-sheltered house could be one of the eco-friendly and low energy consuming houses to meet the social interest. And we also made data for design of the earth-sheltered house to be applicable to climate of Korea. In this study, a simulation was performed to estimate a boundary temperature according to earth sheltering thickness at the earth-sheltered part(exterior wall) in the case of earth sheltering on the plane ground not using a sloped site. And we analyzed the reduction of a thermal load by using this boundary temperature. We also compared a case of earth sheltering at the vertical wall with a case of earth sheltering at the roof to know the thermal reduction effect of a case of earth sheltering at the vertical wall.

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복토 주택의 복토 방법에 따른 열부하의 변화에 관한 연구 (A Study on the Variation of the Thermal Load for a House According to the Earth Sheltering Method)

  • 이재혁;최원기;서승직;조동우
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2008년도 춘계학술발표대회 논문집
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    • pp.166-171
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    • 2008
  • We cannot imagine any more the environment and energy problems are separated from our lives. The various attempts to solve these problems are made all over the world. In this study it was performed to analyze a different heating and cooling load depending on the earth-sheltering method and kind of soils by using TRNSYS 16 as the first step to establish the design guidelines for earth-sheltered architecture, one of the eco-friendly and low energy consuming building types. After performing this simulation, we found the result like this. It is the most lowest load in case of all of walls and roof being earth-sheltered. But considering of the load reduction rate, the effect of earth-sheltering the exterior vertical wall is more efficient for load reduction than the one of earth-sheltering a roof. And we got a lower thermal load in case of a lower heat conductivity of soil. Afterwards we will conduct a further study for boundary condition at earth-sheltered surface and the simulation analysis about the sensitivity variables. The final goal of this study is preparing the design guidelines for earth-sheltered architecture. so we will contribute to building energy saving.

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Deformation analyses during subway shield excavation considering stiffness influences of underground structures

  • Zhang, Zhi-guo;Zhao, Qi-hua;Zhang, Meng-xi
    • Geomechanics and Engineering
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    • 제11권1호
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    • pp.117-139
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    • 2016
  • Previous studies for soil movements induced by tunneling have primarily focused on the free soil displacements. However, the stiffness of existing structures is expected to alter tunneling-induced ground movements, the sheltering influences for underground structures should be included. Furthermore, minimal attention has been given to the settings for the shield machine's operation parameters during the process of tunnels crossing above and below existing tunnels. Based on the Shanghai railway project, the soil movements induced by an earth pressure balance (EPB) shield considering the sheltering effects of existing tunnels are presented by the simplified theoretical method, the three-dimensional finite element (3D FE) simulation method, and the in-situ monitoring method. The deformation prediction of existing tunnels during complex traversing process is also presented. In addition, the deformation controlling safety measurements are carried out simultaneously to obtain the settings for the shield propulsion parameters, including earth pressure for cutting open, synchronized grouting, propulsion speed, and cutter head torque. It appears that the sheltering effects of underground structures have a great influence on ground movements caused by tunneling. The error obtained by the previous simplified methods based on the free soil displacements cannot be dismissed when encountering many existing structures.

Considerations of the Optimized Protective Action Distance to Meet the Korean Protective Action Guides Following Maximum Hypothesis Accidents of Major KAERI Nuclear Facilities

  • Goanyup Lee;Hyun Ki Kim
    • Journal of Radiation Protection and Research
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    • 제48권1호
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    • pp.52-57
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    • 2023
  • Background: Korea Atomic Energy Research Institute (KAERI) operates several nuclear research facilities licensed by Nuclear Safety and Security Commission (NSSC). The emergency preparedness requirements, GSR Part 7, by International Atomic Energy Agency (IAEA) request protection strategy based on the hazard assessment that is not applied in Korea. Materials and Methods: In developing the protection strategy, it is important to consider an accident scenario and its consequence. KAERI has tried the hazard assessment based on a hypothesis accident scenario for the major nuclear facilities. During the assessment, the safety analysis report of the related facilities was reviewed, the simulation using MELCOR, MACCS2 code was implemented based on a considered accident scenario of each facility, and the international guidance was considered. Results and Discussion: The results of the optimized protective actions were 300 m evacuation and 800 m sheltering for the High-Flux Advanced Neutron Application Reactor (HANARO), the evacuation to radius 50 m, the sheltering 400 m for post-irradiation examination facility (PIEF), 100 m evacuation or sheltering for HANARO fuel fabrication plant (HFFP) facility. Conclusion: The results of the optimized protective actions and its distances for the KAERI facilities for the maximum postulated accidents were considered in establishing the emergency plan and procedures and implementing an emergency exercise for the KAERI facilities.

주민보호조치를 위한 국내 방사선비상 개입준위 산출 (Derivation of Intervention levels for Protection of the Public in a Radiological Emergency in Korea)

  • 이종태;이관엽;강병위;오기훈;김창규
    • Journal of Radiation Protection and Research
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    • 제26권4호
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    • pp.357-365
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    • 2001
  • 정당성 및 최적화 개념이 도입된 비용-이득 접근법에 근거하여 우리나라의 방사선비상시 주민보호조치를 위한 개입준위 설정방법을 이론적으로 유도하였다. 부지특성자료인 각종 보호조치에 소요되는 비용과 선량회피로 얻어지는 금전적 값을 이용하여 옥내대피, 소개, 일시이주 및 영구정착에 대한 방사선 개입준위를 계산하였다. 그 결과 IAEA가 권고한 개입준위가 우리나라에서도 적용 가능함을 확인하였다. 아울러 의사결정에 참고할 수 있도록 최적화된 개입준위의 범위를 옥내대피 5 - 10 mSv/2일, 소개 25 -130 mSv/주, 일시이주 15 - 90 mSv/월 및 영구정착 600 - 3,500 mSv/평생 과 같이 제안하였다. 이 결과는 우리나라의 방사선 개입준위 기준에 대한 근거를 마련하고 기준치를 개선할 수 있는 자료로 활용될 수 있을 것으로 기대된다.

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어머니와 유아의 분리불안과 어머니의 과보호적 양육행동이 유아의 또래유능성에 미치는 영향 (The Effects of Separation Anxiety of Mothers and Young Children, and Mothers' Overprotection on Young Children's Peer Competence)

  • 김미경;김연화;한세영
    • 대한가정학회지
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    • 제46권7호
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    • pp.71-84
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    • 2008
  • The purpose of this study is to analyse how the separation anxiety of mothers and children influences on the children's peer competence through mother's overprotection. The subjects of this study were 302 children and their mothers, three to five years old who attended at educare centers and kindergartens which were located in Cheongju city and Daejeon city. The results of this research were as follows: First, there were differences in the separation anxiety of mothers and children, maternal overprotective behavior, and children's peer competence according to the social demographic backgrounds. Second, the separation anxiety of mothers and children influenced on mother's sheltering behavior and babying behavior. Third, mothers' sheltering behavior mediated the relationship between mothers' and children's separation anxiety and children's prosocial behavior. It also appeared that mothers' babying behavior mediated the relationship between the separation anxiety of mothers and children and children's initiative.

Evacuation and Sheltering Assistance for Persons with Special Needs at Times of Disaster: Lessons Learned from Typhoon 23, Heavy Rainfall and Earthquake Disasters in the Year 2004

  • Tatsuki, Sshigeo
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2009년도 정기 학술발표대회
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    • pp.36-42
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    • 2009
  • A series of heavy rainfall, typhoon and earthquake disasters caused a proportionately large number of deaths among the elderly in the year 2004 in Japan. In response to these tragedies, the national government set up committees to reduce damage within the disaster vulnerable population for the next three years. The discussions in the committee led to a new conceptualization that disaster vulnerability was caused by a lack of interaction between a person's special needs and the environment's capacity and resources to meet them. This person-in-environment model of hazard vulnerability was applied to those who resided in the Nankai-Tonankai tsunami hazard-prone area. 123 home care service users were interviewed in terms of their self-evacuation ability, degree of social isolation, and building weakness as well as tsunami exposure risks. Results were quantified and scores of person-in-environmentmodel hazard vulnerability were obtained. These scores were then used to visualize socially created vulnerability by means of weighted kernel density mapping of both persons with special needs (PSN's) and persons with special needs at times of disaster (PSND's).

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Interference effects in a group of tall buildings closely arranged in an L- or T-shaped pattern

  • Zhao, J.G.;Lam, K.M.
    • Wind and Structures
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    • 제11권1호
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    • pp.1-18
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    • 2008
  • Interference effects in five square tall buildings arranged in an L- or T-shaped pattern are investigated in the wind tunnel. Mean and fluctuating shear forces, overturning moments and torsional moment are measured on each building with a force balance mounted at its base. Results are obtained at two values of clear separation between adjacent buildings, at half and a quarter building breadth. It is found that strong interference effect exists on all member buildings, resulting in significant modifications of wind loads as compared with the isolated single building case. Sheltering effect is observed on wind loads acting along the direction of an arm of the "L" or "T" on the inner buildings. However, increase in these wind loads from the isolated single building case is found on the most upwind edge building in the arm when wind blows at a slight oblique angle to the arm. The corner formed by two arms of buildings results in some wind catchment effect leading to increased wind pressure on windward building faces. Interesting interference phenomena such as negative drag force are reported. Interference effects on wind load fluctuations, load spectra and dynamic building responses are also studied and discussed.

규칙파 중 계류된 두 바지선의 유체역학적 상호작용에 관한 수치시뮬레이션 (A Numerical Simulation of Hydrodynamic Interactions Between Two Moored Barges with Regular Waves)

  • 이상도;배병덕;김대해
    • 해양환경안전학회지
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    • 제22권6호
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    • pp.615-624
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    • 2016
  • 본 연구는 해상에서 근접하여 계류된 직사각형 박스 형상의 두 바지선을 대상으로 유체역학적 상호작용으로 인한 선체운동 응답특성을 분석하기 위하여 수치시뮬레이션을 실시하였다. 이 수치시뮬레이션 실험에서는 DNV-GL의 SESAM 수치해석솔루션을 사용하여 결합된 강성 메트릭스항(coupled stiffness matrix terms)을 다중물체 모드(multiple body modes)의 surge 방향에 추가하였고, 실험에 적용한 바지선 모델의 1차 방사 및 산란 영향을 계산하기 위하여 퍼텐셜 이론을 적용하였다. 실험 결과, 두 바지선의 횡간격 20 m, 횡파 실험조건 경우에 1.3 rad/s에서 실험선의 피난효과(sheltering effect)가 나타나지 않았다. 실험 모델 상호간 횡간격의 영향은 종파와 천수역 실험 조건에서 분명하게 나타났지만, sway force는 횡파일 경우에 두 실험 모델선과의 접근거리 간격에 영향을 받았다. 실험모델의 횡간격이 좁아지면 종파와 사파의 경우에 sway, heave 운동과 sway force의 피크는 높은 주파수대로 이동하였다. 수심이 10 m일 때 풍하측 바지선의 sway 운동은 횡파와 사파의 경우에 0.2-0.8 rad/s 주파수대에서 큰 차이를 보였으며, 입사파의 방향이 달라져도 sway force의 피크는 보다 낮은 주파수대에서 나타났다.

MACCS2 코드를 이용한 연구용원자로 '하나로' 설계기준사고시 비상대응조치 효과분석 (Analysis of the Effectiveness of Emergency Response Measures during the Design Basis Accident of the Research Reactor 'HANARO' using MACCS2 Code)

  • 이관엽;김종수;이해초;김봉석
    • Journal of Radiation Protection and Research
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    • 제39권2호
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    • pp.109-117
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    • 2014
  • 방사선비상계획은 원자력시설에 대한 사고해석을 통해 산출한 방사선원항과 기상자료에 근거한 선량평가 결과를 기초로 비상계획이 필요한 거리를 산출하고, 비상계획이 필요한 거리 내에 거주하고 있는 거주민에 대한 옥내대피, 소개, 갑상선방호 등의 보호조치 계획을 수립하는 방식으로 이루어진다. 본 연구에서는 연구용원자로 '하나로'에서 가상할 수 있는 최대사고 조건 하에서 부지내외 거주자에 대한 보호조치 전 후의 선량변화를 1년간 기상자료에 기초하여 확률론적으로 평가하고, 국제방사선방호위원회의 2007년 권고에서 제시한, 비상피폭상황에서 보호조치 이후 잔여선량으로 정의된 참조준위 개념을 사용하여, 최적의 보호조치 유형을 도출하였다. 하나로의 경우 최대 가상사고시 최적의 보호조치 유형은 반경 300 m 이내 거주자 소개, 반경 800 m 이내 거주자 옥내대피로 평가되었으며, 갑상선방호는 반경 600 m 이내 거주자에 국한하여 해당되는데 이 지역 거주자가 소개 또는 옥내대피시는 방사능방재요원 외에 필요가 없는 것으로 평가되었다.