• 제목/요약/키워드: Non-residential Building

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계측데이터를 이용한 업무시설에서의 에너지용도별 사용량 추정방법 연구 (Estimation Method of Energy Consumption by End-Use in Office Buildings based on the Measurement Data)

  • 김성임;양인호;하수연;이수진;진혜선;서인애;송승영
    • 대한건축학회논문집:구조계
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    • 제36권5호
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    • pp.165-176
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    • 2020
  • The purpose of this study is to develop a estimation method of energy consumption by end-use in office buildings. For this, the current status of information on building energy use was investigated, and the domestic and foreign literature on the classification of energy use in non-residential buildings and the estimation method of energy use were reviewed. In addition, the characteristics of energy consumption by end-use were analyzed with measurement data of 48 office buildings in Seoul. As results, the annual and monthly estimation method of energy consumption by end-use in office buildings using public and measurement data was presented, and the applicability of the estimation method was examined by applying to sample office buildings.

The need for upgrading the seismic performance objectives

  • Kutanis, Mustafa;Boru, Elif Orak
    • Earthquakes and Structures
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    • 제7권4호
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    • pp.401-414
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    • 2014
  • The economic consequences of large earthquakes require a revolutionary change in the seismic performance objective of residential and commercial buildings. The majority of total construction costs consist of non-structural and architectural costs. Therefore, the aim of this research is to upgrade current Life Safety performance objectives and to offset adverse effects on country's economy after an occurrence of large earthquakes. However, such a proposal cannot easily prove the feasibility of cost-benefit analysis in structural design. In this paper, six generic reinforced concrete frames and dual system structures designed based on Turkish Seismic Code were used in cost analysis. The study reveals that load bearing structural systems with Immediate Occupancy performance level in seismic zones can be achieved with negligible costs.

지하공간 설계에 있어서의 심리적 요인에 대한 고찰 (Psychological lssues in the Design of Underground Facilities)

  • 김치환
    • 터널과지하공간
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    • 제4권2호
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    • pp.186-191
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    • 1994
  • In recent decades, underground usage in urban areas has expanded from subways and utilities to include virtually every non-residential building function. Greater usage of underground space is envisioned in the more congested urban areas in the world such as Asia and Europe. This increasing interest in underground development is raising basic questions about whether people can work and live underground, and if so, what design techniques can sucessfully be employed. The actual experience of people in underground space, as well as general associations and image of the underground reveal predominantly negative attitudes. A number of design techniques have been suggested by researchers, or actually utilized by designers, to alleviate these potential problems for people in underground space. This paper identifies these psychological and physiological problems. In addition, design objective and possible solutions are briefly summarized. This is followed by a summary of special design problems and objectives related to road tunnels.

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Engineering implications of the RC building damages after 2011 Van Earthquakes

  • Ozmen, Hayri Baytan;Inel, Mehmet;Cayci, Bayram Tanik
    • Earthquakes and Structures
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    • 제5권3호
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    • pp.297-319
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    • 2013
  • Two destructive earthquakes occurred on October 23 and November 9, 2011 in Van province of Turkey. The damage in residential units shows significant deviation from the expectation of decreasing damage with increasing distance to epicenter. The most damaged settlement Ercis has the same distance to the epicenter with Muradiye, where no damage occurred while relatively less damage observed in Van having half distance. These three cities seem to have resembling soil conditions. If the damages are evaluated: joint failures and insufficient lap splice lengths are observed to be the main causes of the total collapses in RC buildings. Additionally, low concrete strength, reinforcement detailing mistakes, soft story, heavy overhang, pounding and short columns are among other damage reasons. Examples of damages due to non-structural elements are also given. Remarkable points about seismic damages are: collapsed buildings with shear-walls, heavily damaged buildings despite adequate concrete strength due to detailing mistakes, undamaged two-story adobe buildings close to totally collapsed RC ones and undamaged structural system in buildings with heavily damaged non-structural elements. On the contrary of the common belief that buildings with shear-walls are immune to total collapse among civil engineers, collapse of Gedikbulak primary school is a noteworthy example.

비주거용 건물의 외피 리모델링을 통한 에너지성능향상 방안에 관한 연구 (A Study on the Non-residential Building Envelope Remodeling for Energy Efficiency)

  • 장현숙;이상호
    • 한국건설관리학회논문집
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    • 제13권6호
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    • pp.3-12
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    • 2012
  • 최근 민간건축 경기 침체가 거듭되면서 '신축' 시장 대비 비용 절감 효과는 물론, 자원절약 및 환경보호 효과를 거둘 수 있다는 긍정적인 반응과 함께 에너지성능향상형 리모델링 시장의 규모가 확대되고 있다. 서울시의 경우 2008년 시범사업을 시작으로 기존 건물에 대해 '건물에너지이용합리화사업(BRP)'를 추진, 시설개선사업을 통해 에너지 절감 및 이용 효율을 향상시킬 수 있도록 융자지원을 하고 있다. 2012년 보도자료에 따르면 254개소의 민간건축물이 참여, 친환경녹색건축물로 조성됨에 따라 온실가스 4만 1천톤/년을 감축, 석유환산 시 1만4천 TOE의 절감에 해당되어 매년 75억원의 에너지비용 절감효과를 보이고 있다고 한다. 본 연구는 기존 건물의 에너지 효율화 대책으로 리모델링 시 우선적으로 고려해야 할 에너지성능향상 방안 중 건축적 요소인 외피를 연구범위로 설정, 그 방안을 모색하였다. 그리고 해석모델에 적용, 분석함으로써 기존 건물의 에너지 절감효과, 즉 건물의 에너지성능향상 효과를 제시하였다. 연구의 범위가 외피 리모델링만을 고려한 건물의 에너지사용량을 감소시키는 단열보강 등의 목적지향적인 방법일 수 있겠으나, 대부분의 비주거용 업무시설의 경우 임대형이라는 점을 고려하였을 때 건축적 기술만을 적용한 방법의 모색은 실제 리모델링 시 가장 보편적인 기초자료가 될 수 있으므로 연구의 의미가 있다고 할 수 있다.

건축물에너지효율등급 기밀시험이 등급에 미치는 영향분석 (Analysis on Energy Demand Resulting From the Change in Window Area & Installation of Interior Exterior Blinds)

  • 김대원;정광섭;김영일;남아리새;주정경
    • 에너지공학
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    • 제23권1호
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    • pp.40-45
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    • 2014
  • 주거시설에서 환기횟수 0.7회 적용은 실내공기질 향상과 거주자의 쾌적성을 높이고자 100세대 이상은 의무적으로 적용하고 있다. 건축물에너지효율등급에서는 환기횟수를 기준으로한 기밀시험을 실시 하여 그결과 값을 효율등급결과치에 반영함으로서 창호주변의 정밀시공을 유도하고 침기로 인해 손실되는 에너지절감을 꾀하고 있다. 건축물엔지효율등급 현장실사 결과 환기횟수가 0.6~0.71까지 나타났으며 그차이가 에너지 절감량에 크게 영향을 미치는 것으로 나타났다. 유럽의 패시브 하우스 기준이 0.6회 이하의 기밀을 요구하고 있고 우리나라도 2017년 패시브하우스, 2025년 제로하우스를 목표로 하고 있어 비주거 건물의 기밀진단의 의무확대와 고기밀 건물에 대한 연구와 시공방법이 시급한 실정이다.

Vibration analysis and FE model updating of lightweight steel floors in full-scale prefabricated building

  • Petrovic-Kotur, Smiljana P.;Pavic, Aleksandar P.
    • Structural Engineering and Mechanics
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    • 제58권2호
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    • pp.277-300
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    • 2016
  • Cold-formed steel (CFS) sections are becoming an increasingly popular solution for constructing floors in residential, healthcare and education buildings. Their reduced weight, however, makes them prone to excessive vibrations, increasing the need for accurate prediction of CFS floor modal properties. By combining experimental modal analysis of a full-scale CFS framed building and its floors and their numerical finite element (FE) modelling this paper demonstrates that the existing methods (based on the best engineering judgement) for predicting CFS floor modal properties are unreliable. They can yield over 40% difference between the predicted and measured natural frequencies for important modes of vibration. This is because the methods were adopted from other floor types (e.g., timber or standard steel-concrete composite floors) and do not take into account specific features of CFS floors. Using the adjusted and then updated FE model, featuring semi-rigid connections led to markedly improved results. The first four measured and calculated CFS floor natural frequencies matched exactly and all relevant modal assurance criterion (MAC) values were above 90%. The introduction of flexible supports and more realistic modelling of the floor boundary conditions, as well as non-structural $fa{\c{c}}ade$ walls, proved to be crucial in the development of the new more successful modelling strategy. The process used to develop 10 identified and experimentally verified FE modelling parameters is based on published information and parameter adjustment resulting from FE model updating. This can be utilised for future design of similar lightweight steel floors in prefabricated buildings when checking their vibration serviceability, likely to be their governing design criterion.

공사유형별 건설수주액을 고려한 건설재해수준 평가기법 (Assessment of Accident Level Based on Contract Amount by Type of Construction)

  • 이규진
    • 한국건축시공학회지
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    • 제21권2호
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    • pp.157-163
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    • 2021
  • 재해자수를 상시근로자수로 나눈 값이 재해율이다. 건설공사의 경우 공사실적과 노무비율을 기준으로 하여 상시근로자수를 추정하고 이를 이용하여 재해율을 산정하므로 재해율의 정확도가 낮아질 수 있다. 또한 현행 재해율 산정기준은 공사유형간의 특성을 반영하고 있지 않다. 본 연구는 공사종류별 특성을 고려한 재해율 보완방식을 제시하는 것으로 목적으로 진행하였으며, 지난 18년간의 공사실적 및 재해건수 통계자료를 바탕으로 상관분석과 선형회귀분석, 중회귀분석 등을 실시하여 공사유형과 재해유형간의 관계를 나타내는 회귀식을 도출하였다. 본 연구에서 제시한 수식은 기존의 건설공사 재해율의 단점을 보완하여 재해의 증감 및 예년대비 재해율의 높고낮음을 판단하는 보조지표로서의 활용이 가능할 것으로 기대된다.

방진층을 설치한 주거용 건축물 바닥판의 진동해석을 위한 효율적인 해석모형 (An Efficient Analytical Model for Floor Vibrations in Residential Buildings with Damping layer)

  • 이동근;김태호
    • 한국지진공학회논문집
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    • 제10권5호
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    • pp.49-61
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    • 2006
  • 본 연구의 목적은 방진층을 가진 바닥판을 포함한 건축물의 동적해석을 위하여 효율적인 모형화 방법과 이에 대한 해석법을 제안하는 것이다. 이를 위하여 방진층을 포함한 바닥판의 모형화를 위하여 바닥슬래브와 상부 마감층을 각각 독립적으로 모형화하고 이들 사이에 방진층을 의미하는 스프링 요소를 사용하였으며 방진층의 감쇠에 의한 비비례 문제를 해결하기 위하여 $Newmark-{\beta}$법을 적용하여 동적해석을 수행하였다. 상하부를 각각 모형화함으로서 방진층 상하부의 재료적 차이에 의한 감쇠거동을 정확하게 모형화할 수 있었다.

A Study on the POE (Post Occupancy Evaluation) according to the Residential Environment of Mixed-use Apartment Complexes In Seoul

  • Ha, Man Joon
    • 국제초고층학회논문집
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    • 제9권2호
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    • pp.197-212
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    • 2020
  • In this study, POE(Post Occupancy Evaluation) evaluation indexes were selected into six categories through the consideration of theories and prior research. Therefore, qualitative supply can be achieved through POE according to the aspect of residential environment after the quantitative supply of mixed-use apartment complex by the population concentration in Seoul due to industrialization and urbanization. As the evaluation elements, detailed survey contents were selected for livability, convenience, comfort, safety, economy, and sociality. Based on the survey contents, six elements were evaluated and analyzed using Data coding and Likert scale after surveying 12 complexes (Urban areas and non-urban areas) in Seoul. As a result of the study, six categories selected as the POE showed that importance of quality of life and safety was developed in high recognition according to high satisfaction with convenience and safety. Sociality showed the lowest satisfaction in the following order : livability, comfort, economy and sociality. Residents' sense of community, interaction with neighborhood, etc., showed low satisfaction, and it seems that it is necessary to improve and supplement the system for the development of mixed-use apartment complex in the future. The detailed characteristics of livability showed high satisfaction of the living room, the front door and the main room which are main uses of housing, and low satisfaction in storage size. The analysis of convenience is that convenient public transportation was the highest, and educational environment and additional facilities were the lowest, showing the advantages and disadvantages of location characteristics. As a result of the analysis of comfort, satisfaction with the landscape area was low and it seems that green space is needed for the development of mixed-use apartment complex in the future. Lastly, regarding the safety, the satisfaction of the access control, the location of security office, etc. were high, however separation of circulation was low. Therefore, it is necessary to clearly separate the circulation between the residence and other facilities in the mixed-use apartment complex.