• 국제초고층학회논문집
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• 제2권4호
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• pp.285-291
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• 2013

This paper proposes a framework for understanding the energy consumption differences between tall and low-rise buildings. Energy usage data from 706 office buildings in New York illustrates expected correlations from the framework. Notable correlations include: taller buildings tend to use more energy until a plateau at 30~39 floors; tall buildings in Manhattan use 20% more energy than low-rise buildings in Manhattan, while tall buildings outside Manhattan use 4% more energy than low-rise buildings outside Manhattan. Additional correlations are discussed, among which is the trend that the Energy Star program in New York City assigns higher ratings to tall buildings with higher EUIs than low-rise buildings with the same EUI. Since Energy Star is based on regressions of existing buildings, the Energy Star ratings suggest taller buildings have higher EUIs than shorter buildings, which is confirmed by the New York City energy benchmarking data.

• 한국지진공학회논문집
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• 제26권5호
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• pp.211-217
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• 2022

New buildings have been designed using different seismic design standards that have been revised. However, the seismic performance of existing buildings is evaluated through the same performance evaluation guidelines. Existing buildings may not satisfy the performance targets suggested in the current guidelines, but there are practical limitations to discriminating the existing buildings with poor seismic performance through a full investigation. In this regard, to classify buildings with poor seismic performance according to the applied standard, this study aimed to evaluate performance-based investigation of the seismic design proposals of buildings with different design standards. The target buildings were set as RC ordinary moment frames for office occupancy. Changes in seismic design criteria by period were analyzed, and the design spectrum changes of reinforced concrete ordinary moment resisting frames were compared to analyze the seismic load acting on the building during design. The seismic design plan was derived through structural analysis of the target model, compared the member force and cross-sectional performance, and a preliminary evaluation of the seismic performance was performed to analyze the performance level through DCR. As a result of the seismic performance analysis through the derived design, the reinforced concrete ordinary moment frame design based on AIK 2000 has an insufficient seismic performance level, so buildings built before 2005 are likely to need seismic reinforcement.

• 한국건설관리학회논문집
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• 제18권2호
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• pp.3-11
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• 2017

내 공공건축물은 총 17만 7천여 동으로 이중 15년 이상 경과하여 노후화가 진행 중인 건물이 전체 건물 수의 약 74% 달한다. 노후화된 건물로 인하여 에너지 손실이 심각한 실정이다. 노후화 건축물의 에너지 효율을 개선하여 에너지 소비량을 줄이기 위해서 정부 및 지자체에서 기존 건축물의 리모델링 수선 및 설비 교체를 통한 에너지 효율화 사업을 진행 중이다. 최근에 개정된 녹색건축물 조성지원법에서는 그린리모델링을 기존 공공건축물에 적용 활성화하고자 한다. 하지만 그린리모델링 사업에 대한 업무의 범위, 재원 마련 방안 및 발주 방식에 대한 기준이 뚜렷하지 않다. 따라서 본 연구를 통하여 그린리모델링을 활성화 할 수 있는 방안을 마련하고자 한다. 기존 건축생산 과정을 바탕으로 한 프로젝트 라이프사이클 과정에서 발생하는 업무를 기준으로 그린 리모델링 업무를 정의하였으며, 건축주 및 사업자가 재원을 마련 할 수 있는 방안 및 그린리모델링 업무 구분에 따른 발주 패키지를 도출하여 낙찰자 결정 방식 및 대가지급 방식 등을 제안하였다.

• 교육시설 논문지
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• 제19권4호
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• pp.21-28
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• 2012

This study proposes a procedure for evaluating the seismic performance and retrofit of a typical reinforced building (R/C) school buildings contructed in the 1980s. The procedure is derived from the Japanese Standard for Evaluation of Seismic Capacity of Existing Reinforced Concrete Buildings and Nonlinear Static Procedure (NSP) specified in Federal Emergency Management Agency (FEMA 356). In this study, the Japanese Standard was applied for evaluating the additionally required seismic performance in the existing school building. Cast-in-place (CIP) reinforced concrete infill walls and steel braces were used to seismically retrofit the existing school building located in the region of Hongsung in Chungnam. In the pushover analysis, i.e NSP, the hinge properties of columns, beams, infill walls and steel braces were carefully calibrated based on the existing experiment results in the available literatures. The predicted seismic performance for the retrofitted building was compared to that for the virgin building. Based on the seismic evaluation with the Japanese Standard and the FEMA 356 criteria, the addition of CIP reinforced concrete infill walls and steel braces have superior constructablility and can improve effectively the seismic performance of the existing school buildings constructed in 1980s.

• 설비공학논문집
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• 제26권5호
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• pp.231-239
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• 2014

This paper represents a method of existing building energy simulation using energy audit data. Energy audit must be carried out for reasonable analysis, because characteristics of existing buildings such as efficiency of fan, pump, flow rate, pressure, COP and operating schedule could be changed during the building operation. These building characteristics should be measured to estimate actual energy consumption of the existing building. In this study, we conducted energy audit and calculated energy savings for a 7-stories building as a case-study. The energy audit data were used to calibrate the building model of EnergyPlus simulation. Baseline model validated according to M&V guideline index. As a result, building characteristics are significant parameters making a big impact on energy savings in existing buildings.

• Computers and Concrete
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• 제15권6호
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• pp.879-902
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• 2015

The remaining service life (RSL) of buildings has been an important issue in the field of building and facility management, and its development is also one of the essential factors for achieving sustainable infrastructure. Since the estimation of RSL of buildings is heavily affected by the subjectivity of individual inspector or engineer, much effort has been placed in the development of a rational method that can estimate the RSL of existing buildings more quantitatively using objective measurement indices. Various uncertain factors contribute to the deterioration of the structural performance of buildings, and most of the common building structures are constructed not with a single structural member but with various types of structural components (e.g., beams, slabs, and columns) in multistory floors. Most existing RSL estimation methods, however, consider only an individual factor. In this study, an estimation method for RSL of concrete buildings is presented by utilizing a fuzzy theory to consider the effects of multiple influencing factors on the deterioration of durability (e.g., concrete carbonation, chloride attack, sulfate attack), as well as the current structural condition (or damage level) of buildings.

• 한국건축시공학회지
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• 제2권2호
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• pp.121-127
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• 2002

The functions and uses of existing buildings are not properly changing as modern life needs. As a result, the frequent reconstruction(construction after removal) of existing buildings have been done but it became more and more difficult because of strengthening of regulations and systems concerning construction. And also it has several disadvantages like lower plot ratio and site coverage than existed buildings, enormous construction cost, production of waste-construction materials and thoughtless consumption of natural resources, which gives rise to environmental pollution. Therefore renovation is brought to the fore. In Korea, many business buildings were constructed in 1960s-1970s, during the period of high growth. Such buildings needs to be repaired in whole. It is caused by the change of social, economic, and cultural conditions and deterioration of equipments. Therefore renovation meets some necessary conditions; recovery of building functions and extension of building life span. In case study, the present state of renovation in business buildings is 1) Basic safety, for example, fire prevention and crime prevention, is great important. 2) Advanced technology, INS(international news service), IBS(Intelligent Building System), and internationalization, is pursued for adapting to multimedia ages. 3) It tries to promote proficiency, and to save the energy using spatial environment and natural energy(light and sound). Also, improving comfortable level of users and installing equipments for physically handicapped person needs to be considered.

• 한국건설관리학회논문집
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• 제5권6호
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• pp.118-128
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• 2004

공동주택의 비중이 점차 확대되고, 고층화되는 추세에 따라 공동주택 유지관리의 중요성이 강조되고 있다. 이러한 필요성에 의해 최근 기존 건축물의 종합성능 평가모델이 개발되었으나, 업무의 분석이 미흡한 한계가 있다. 따라서 본 연구는 공동주택 유지관리 성능평가의 기반이 되는 유지관리 업무를 분석하여 성능평가 대상항목 도출을 목적으로 한다 유지관리 성능평가 후보항목은 기존문헌과 업무체계를 분석하여 도출하였고, 학계 전문가 및 주택관리사를 대상으로 설문을 실시하여 성능평가의 용이성, 체계성을 보완하였다. 최종적으로 결정된 성능평가 대상항목은 운영적 유지관리 성능평가 항목 14개와 기술적 유지관리 성능평가 항목 15개 항목이다.

• 한국건설관리학회논문집
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• 제6권5호
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• pp.78-88
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• 2005

공동주택의 비중이 점차 확대되고, 고층화되는 추세에 따라 공동주택 유지관리의 중요성이 강조되고 있다. 이러한 필요성에 의해 최근 기존 건축물의 종합성능 평가모델이 개발되었으나, 업무의 분석이 미흡한 한계가 있다 따라서 본 연구는 공동주택 유지관리 성능평가의 기반이 되는 유지관리 업무를 분석하여 성능평가 대상항목 도출을 목적으로 한다. 유지관리 성능평가 후보항목은 기존문헌과 업무체계를 분석하여 도출하였고, 학계 전문가 및 주택관리사를 대상으로 설문을 실시하여 성능평가의 용이성, 체계성을 보완하였다. 최종적으로 결정된 성능평가 대상항목은 운영적 유지관리 성능평가 항목 14개와 기술적 유지관리 성능평가 항목 15개 항목이다.

• 한국전산구조공학회논문집
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• 제13권1호
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• pp.63-74
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• 2000

본 연구는 해외각국의 RC건물의 내진화기술 가운데, 일본의 기존 RC건물에 대한 내진성능의 평가수법인 내진진단규준의 현황을 소개함과 동시에 그 적용사례 및 지진대책에의 활용가능성을 분석·검토하여, 향후 한국실정에 맞는 RC건물의 내진화기술의 개발에 기초적인 자료로서 활용하고자 하는 것이 주목적이다. 이를 위해 본 연구에서는 일본의 동경도에서 최근 실시되어진 지진경험이 없는 RC건물의 내진성능을 내진진단규준에 의한 진단결과인 구조내 진지표(Is)치를 중심으로 통계학적으로 분석하여, 이미 조사되어진 타 지역의 내진성능과 비교·검토하였고, 또한 확률론에 입각하여 대상지역의 Is치의 분포특성과 이미 지진 피해를 받은 지역 건물의 Is치 분포특성을 비교·검토하여 지진피해율을 추정하였다. 본 연구의 결과는 지진에 대한 보강건물의 효율적인 선정 등, 지진대책에 기본적인 자료로서 활용이 가능하며, 또한 일본의 내진성능 평가방법, 통계학적인 분석방법, 확률론에 입각한 지진피해율 평가방법 등의 방법론은 향후 한국의 RC건물에 대한 내진화기술의 개발에 활용이 가능하다고 사료된다.