• 제목/요약/키워드: residential performance

검색결과 637건 처리시간 0.03초

1kW급 고분자 연료전지용 통합형 천연가스 개질 수소 제조 시스템의 성능 및 운전 특성 (Performance and Operational Characteristics of Natural Gas Fuel Processor for 1kW Class PEMFCs)

  • 서유택;서동주;서용석;노현석;정진혁;윤왕래
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2006년도 춘계학술대회
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    • pp.17-20
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    • 2006
  • 한국에너지기술연구원에서는 가정용 고분자연료전지 열병합 발전시스템을 위한 통합형 천연가스 연료처리 시스템을 개발해 왔다. 가정용 시스템으로서 필수적인 소형화와 고효율을 현실화하기 위해, 연료처리 시스템의 각 단위 공정 즉 수증기 개질, 수성가스 전이, 선택적 산화 공정 등을 이중 동 심관형 반응기에 통합하여 상호 열교환이 용이하도록 반응기를 설계하였다. 현재 시험 운전 중인 Prototype-I 연료 처리 시스템은 1kW급 고분자 연료전지 열병합 발전 시스템에 개질 가스를 공급하기 위해 설계되었으며, 기초 성능은 정격 부하 운전시 열효율 78% (HHV 기준), 메탄 전환율 91%이다. 개질 가스 내 일산화탄소 농도는 고분자 연료전지 전극의 피독을 피하기 위해 10ppm 이하로 유지되어야 하며, Prototype-I 연료 처리 시스템은 백금과 루테늄 촉매를 적용한 선택적 산화 반응기를 통해 개질 가스 내 일산화탄소 농도를 10ppm 이하로 제거하였다. 일반 가정에서는 고분자 연료전지 시스템의 부하 변동이 예상되기 때문에 연료 처리 시스템의 부하 변동 운전 특성도 살펴보았다 정격 부하에서 80%, 60%, 40%로 부하를 변동하며 운전하였고, 각 부하에서 안정한 메탄 전환율과 10ppm이하의 일산화탄소 농도를 보였다. 80%까지는 열효율이 77%로 큰 변화를 보이지 않았으며, 60%에서는 76%, 40%에서는 72%로 열효율이 감소하는 현상을 보였다 연료 처리 시스템의 일일 시동-정지 운전시 내구성을 테스트 중이다. 현재까지 50여회의 일일-시동 정지를 시도하였다 시동 후 약 세 시간가량의 정력 부하 운전을 실시한 후 부하 변동을 실시하였고, 총 운전 시간 8시간 정도 운전한 후 시스템을 정지하였다 메탄 전환율과 일산화 탄소 농도, 열효율을 모니터링 하고 있으며, 현재까지 초기 성능을 그대로 유지하고 있다. 앞으로 일일시동-정지 운전 시험을 지속하면서 초기 시동 특성 및 부하 변동에 따른 응답 특성 개선, 그리고 연료전지와의 연계 운전을 실시할 예정이다

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APPLICATION OF FIRE RESEARCH TO BUILDING FIRE SAFETY DESIGN - CURRENT BENEFITS AND FUTURE NEEDS

  • Bressington, Peter;Johnson, Peter
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 1997년도 International Symposium on Fire Science and Technology
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    • pp.392-403
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    • 1997
  • There is a strong international move towards performance based fire regulations for buildings with New Zealand and Australia at the forefront of research in this fold. The reform of regulations is thought to offer more innovation and flexibility in building design and greater cost effectiveness in construction. An important part of the research in this area is related to the development of agreed approaches to fire safety design, such as the Fire Code Reform Centre's "Fire Engineering Guidelines" or New Zealand's "Fire Engineering Design Guide". Such design process documents have incorporated or referenced much of the latest research in areas such as: tenability criteria fire compartment models egress models risk assessment. Use of such design guidelines or equivalents in major projects in countries such as Hong Kong and Australia have highlighted where fro engineering can offer real benefits to building designers and ultimately building owners and operators. However, there is still much research to be done and use of a systematic, logical design approach clearly identifies where design data or modelling techniques are still urgently required. Such areas are: fire growth rates and peak heat release rates for non-residential occupancies pre-movement times related to egress experimental validation and limits of applicability of CFD and other compartment Ire models probability/reliability data on fire protection systems for risk based analysis. Examples from case studies will be shown where lack of such research and poor judgement can lead to inferior design solutions or where unnecessarily conservative designs can lead to cost excesses. In summary, the link between Ire engineering designers and the research community is very important to highlight areas of fire research that will have the most benefit to the building and construction industry.nstruction industry.

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비정형 건축시설물 및 공간에 대한 사용자 행동에 관한 연구 (A Study on the User Behavior of Atypical Building Facilities and Spaces)

  • 김효진;박지민;이향선;이윤길
    • 예술인문사회 융합 멀티미디어 논문지
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    • 제9권9호
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    • pp.1041-1048
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    • 2019
  • 최근 비정형 건축물 및 건축공간에 대한 사회적인 요구가 증대되고 있으며 전 세계 주요 도시에서 비정형 건축물의 사례를 쉽게 볼 수 있다. 본 연구는 현재 건설된 대표적인 비정형 건축물에서의 사용자 행위를 조사하고 이를 분석하여 비정형 건축공간에서의 인간행동의 특징을 분석하였다. 본 연구는 궁극적으로 비정형 건축공간 설계의 거주 성능 검토를 위한 인간행동 시뮬레이션 기술개발을 목표로 하고 있으며 이번 연구결과는 이를 위한 사용자 행위 모델링과 시뮬레이션 기술개발에 활용될 수 있다. 이와 같은 연구는 선행연구들에서 비정형 건축공간에서 어떠한 행동적인 특징이 발생하는지에 대한 조사나 분석을 찾아보기 힘든 상황이기 때문이다. 본 연구에서는 기존의 인간행동 시뮬레이션 도구에서 간과했던 비정형 건축공간에서 인간행동의 특징을 도출하였다. 즉, 대표적인 비정형 건축물을 현장방문 및 조사하여 전형적인 공간과 다른 비정형 건축물에서의 사용자 행동을 조사하여 다른 행동이 나타나는 곳과 행동을 도출하였다.

Nonlinear modeling of roof-to-wall connections in a gable-roof structure under uplift wind loads

  • Enajar, Adnan F.;Jacklin, Ryan B.;El Damatty, Ashraf A.
    • Wind and Structures
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    • 제28권3호
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    • pp.181-190
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    • 2019
  • Light-frame wood structures have the ability to carry gravity loads. However, their performance during severe wind storms has indicated weakness with respect to resisting uplift wind loads exerted on the roofs of residential houses. A common failure mode observed during almost all main hurricane events initiates at the roof-to-wall connections (RTWCs). The toe-nail connections typically used at these locations are weak with regard to resisting uplift loading. This issue has been investigated at the Insurance Research Lab for Better Homes, where full-scale testing was conducted of a house under appropriate simulated uplift wind loads. This paper describes the detailed and sophisticated numerical simulation performed for this full-scale test, following which the numerical predictions were compared with the experimental results. In the numerical model, the nonlinear behavior is concentrated at the RTWCs, which is simulated with the use of a multi-linear plastic element. The analysis was conducted on four sets of uplift loads applied during the physical testing: 30 m/sincreased by 5 m/sincrements to 45 m/s. At this level of uplift loading, the connections exhibited inelastic behavior. A comparison with the experimental results revealed the ability of the sophisticated numerical model to predict the nonlinear response of the roof under wind uplift loads that vary both in time and space. A further component of the study was an evaluation of the load sharing among the trusses under realistic, uniform, and code pressures. Both the numerical model and the tributary area method were used for the load-sharing calculations.

ISO 13790과 ISO 52016에 의한 월별 난방에너지 소요량 분석 (Monthly Heating Energy Needs Analysis According to ISO 13790 and ISO 52016)

  • 조정훈;윤근영
    • 한국태양에너지학회 논문집
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    • 제39권5호
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    • pp.11-28
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    • 2019
  • Governments are increasing energy efficiency in buildings through various policies to reduce building energy consumption. In 2002, the European Union adopted a building energy performance guideline to set minimum efficiency standards for residential and commercial buildings. Starting in 2020, all EU member states should ensure that all buildings are Near-Zero Energy Buildings (NZEB). In Korea, the government issued a zero-energy certification system. Since 2020, public buildings are required to cover energy consumption with the energy produced in buildings. As the demand for building energy simulation has increased to increase the energy efficiency of these buildings, the International Standard Organization (ISO) has created a standard for calculating building energy requirements called ISO 13790. This standard was revised to ISO 52016 in 2017. In this research, ISO 13790, which calculates the energy needs of existing buildings, and ISO 52016, which replaces them, are compared and analyzed, and applied to the calculation of heating energy needs of buildings. For models without thermal zoning(Case A), the difference in annual heating energy needs calculated from each criterion is $1.08kWh/m^2$, which is about 2% higher in ISO 52016. In the case of the thermal zoning model(Case B), the difference in annual heating energy needs calculated by each standard was $0.97kWh/m^2$, which was about 2% higher than ISO 52016. The heating energy needs model without thermal zoning has a higher energy needs than the heating energy needs model with thermal zoning. It is about 16% energy at $8.58kWh/m^2$ for ISO 13790 and $8.69kWh/m^2$ for ISO 52016.

축하중이 작용하는 RC 경계보-벽체 시스템의 해석적 평가 (Finite Element Analysis of the Reinforced Concrete Boundary-Beam-Wall System Subjected to Axial Load)

  • 손홍준;김승일;김대진
    • 한국전산구조공학회논문집
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    • 제34권2호
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    • pp.93-100
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    • 2021
  • 현재 우리나라에서 설계 및 시공되는 대부분의 철근콘크리트 벽식구조 공동주택은 상부벽체-하부골조 시스템으로 구성되어 있으며 서로 다른 상하부 구조시스템의 결합을 위해 전이보를 이용한다. 상부의 하중을 하부의 기둥 부재에 효율적으로 전달하기 위해 전이보가 큰 강성을 지녀야 하고 이로 인해 부재의 춤이 커져 많은 물량의 투입되고 전반적인 경제성이 떨어지게 된다. 이러한 문제점을 해결하기 위해 기둥을 벽체요소로 대체하고 일반적인 콘크리트 전이보에 비해 규모가 작은 경계보를 수평 구조요소로 활용한 새로운 경계보-벽체 시스템을 제안한다. 제안된 시스템의 축하중에 대한 성능 평가를 위해 3차원 비선형 유한요소해석을 수행하였다. 주요 설계변수로 상하부벽체 길이비, 경계보 부재의 전단보강근 간격, 하부벽체로 연속되는 상부벽체 수직근의 꺾임 비율, 슬래브 길이를 설정하고 제안된 시스템의 성능에 얼마나 기여하는지 분석하였다.

공동주택 건축물의 지하주차장 내구성 분석 및 사용자 인식 연구 - 분당 신도시를 중심으로 - (A Study on the Durability Analysis of Underground parking lot and User Awareness on apartment -Focusing on the Bundang New Town-)

  • 서명석
    • 문화기술의 융합
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    • 제7권4호
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    • pp.727-734
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    • 2021
  • 제 1기 신도시 중에서 분당신도시를 중심으로 거주자의 특성을 파악하고 설문조사를 실시하였으며 거주자의 신도시에 대한 인식을 분석하였다. 현장조사 대상지에서 육안검사와 일부 기기검사로 내구성을 평가하고 분석한 결과에 따르면 문제가 있는 것으로 나타났으며, 공동주택의 내구연한과 사용성능을 증진시키기 위하여 지속적인 유지관리를 하여야 한다. 특히 급격한 열화 진행 부분에서 나타나고 있는 많은 균열들을 조속히 보수하여야 하며 체계적인 계획을 입안하여 진행하여야 한다. 분당 신도시 거주자의 공동주택 인식조사에서는 약 93.4%가 보통 이상의 만족도를 나타내고 있었으며 43.4%는 거주 지역에 대하여 호감을 가지고 선호하는 결과를 나타내고 있다.

현장 소방활동 중 소방공무원 화상사고 사례 분석 연구 (Case Studies of Firefighter Burns Safety Accident during Fire-fighting Activities)

  • 최신웅;이소연
    • 한국안전학회지
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    • 제37권6호
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    • pp.136-147
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    • 2022
  • The purpose of this study is to analyze four cases of firefighter burns in various fire scenes and to find prevention measures to decrease firefighter injuries. Among the analysis reports prepared by the National Fire Research Institute of Korea from 2016 to 2020, four burn-related accidents are summarized and the main causes are conveyed. The four accidents include second-degree burns from using extinguishers during containment of fires; nine firefighters burned due to re-ignition in the LPG car repair shop; two firefighters injured with third-degree burns from using fire extinguishers during life-saving events in residential housing; and injuries from the radiant heat of the tank BLEVE near the factory fire. These cases are comprehensively investigated in their respective scenes and analyzed based on the fire site investigation reports from the fire department and related theoretical explanations of risk for each accident scene. In the third case study, some experimental research is conducted to evaluate the risk involved with the use of safety gloves. This is evaluated by reviewing Fire Tactics and Standard Operational Procedures (SOP) to determine improvements and recommendations for an efficient firefighting response. Results show that the main causes of burn accidents are the insufficient use of personal protective equipment (PPE), such as safety gloves, and the failure to follow firefighting tactics or SOPs. Through the accident investigation and assessment, it is concluded that to reduce the frequency of burn accidents, the performance of firefighting equipment, SOPs, protection tactics, and safety policy systems require improvement.

Numerical simulation of infill CACB wall cracking subjected to wind loads

  • Ruige Li;Yu Gao;Hongjian Lin;Mingfeng Huang;Chenghui Wang;Zhongzhi Hu;Lingyi Jin
    • Structural Engineering and Mechanics
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    • 제89권5호
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    • pp.479-489
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    • 2024
  • The cracking mechanism in ceramsite aerated concrete block (CACB) infill walls were studied in low seismic fortification intensity coastal areas with frequent occurrence of typhoons. The inter-story drifts of an eight-story residential building under wind loads and a seismic fortification intensity of six degrees were analyzed by using the PKPM software. The maximum inter-story drift ratio of the structure in wind load was found to be comparable to that under the seismic fortification intensity of six degrees. However, when accounting for the large gust wind speed of typhoon, the maximum inter-story drift ratio was much larger than that obtained under reference wind load. In addition, the finite element models of RC frames were employed by displacement loading to simulate two scenarios with and without window hole in the CACB infill walls, respectively. The simulation results show no signs of cracking in both the infill walls with window hole and those without window for the inter-story drift caused by seismic loads and the reference wind load. However, both types of infill walls experienced structural creaking when assessing the gust wind pressure recorded from previous typhoon monitoring. It is concluded that an underestimate of wind loads may contribute substantially to the cracking of frame CACB infill walls in low seismic fortification intensity coastal areas. Consequently, it is imperative to adopt wind pressure values derived from gust wind speeds in the design of CACB infill walls within frame structures. Finally, the future research directions of avoiding cracks in CACB filled walls were proposed. They were the material performance improving and building structure optimizing.

한국문화에 따른 간호정립을 위한 기초조사연구 I -전통적인 인간관과 환자역할기대를 중심으로- (A Survey for the Construction of Nursing Theory According to Korean Culture -Traditional View of Human and Expectation of Sick Role-)

  • 박정숙
    • 대한간호학회지
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    • 제26권4호
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    • pp.782-798
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    • 1996
  • This study was a survey done for the purpose of constructing a nursing theory according to Korean culture and to identify the traditional Korean view of humans and the expectations of the sick role, and to confirm changes from the traditional view of humans and expectations of the sick role according to general characteristics of the population. The subjects were all adults over 18 years old. 517 who lived in six large cities and 191 who lived in five rural communities. Data collection was done from November 19th, 1994 to January 19th, 1995 using a tool to measure the traditional view of humans and expectations of the sick role which was developed by the investigator through a literature review. Collected data were analyzed using frequency, percent, Cronbach alpha, 1-test, F-test and Scheffe post hoc contrasts, with the SAS program. The results of this study are summerized as follows : 1. The Traditional view of human score for all subject was 49.92, which shows that Korean traditional view of human is moderate. High scored items were "human need to live by making harmony with nature, not by overcoming the nature" (3.44), "Filial duty to parents and elders is important" (3.31), "Think of family more than a individual" (2.96). 2. The differences in the traditional view of humans between residential districts showed that the residents of Chungbuk(56.00), Kyungbuk(55.26), Chonbuk(51.32), Taegu(50.59) had a more traditional view of humans than those in Pusan(45.42) and Seoul (47.27). 3. The differences in the traditional view of humans according to general characteristics showed that rural community residents, males, older people, people with lower levels of education, married and house-resident groups had a significantly higher traditional view of humans than urban residents, females, younger people, people with a higher levels of education, single and apartment-resident groups. There were differences according to religion and job. Buddhism had a higher traditional view of humans than those of atheism, Christianity and Catholicism and physical workers, a significantly highers score, than technicians and professional workers. 4. Daily expected task performance during illnesses was lowest for patients with stroke (2.16) and psychosis(2.40), in which case almost no daily general tasks were expected, followed by arthritis 4.06, peptic ulcer 4.79, headache 4.99 and cough 5.58. The amount of expected role exemption during illnesses was also highest for stroke(2.25), followed by psychosis(2.08), arthritis(1.64), peptic ulcer(1.29), headache(1.16) and cough(1.09). The amount of daily task performance in the acute stage(3.05) was significantly lower than that of convalescent stage(4.95). 5. Total expectation of role exemption according to general characteristics showed that there was no significant differences in urban /rural community, marriage, level of education and religion. By sex, women showed higher expectation of role exemption during illnesses than men. By age, the 31-40 year old group showed lower expectation of role exemption than the 41-50 year old group or over the 61 year old group.or over the 61 year old group.

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