• Electric Engineers Magazine
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• v.240 no.8
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• pp.12-15
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• 2002

지능형 건물을 건축하고자 할 경우 기획단계에서 건물의 지능화 방향이 결정되므로 과학적인 검토가 되어야 한다. 건물의 특성에 맞는 기획을 하기 위해서는 건물이 갖는 사회 환경성과 성능적 요소가 중요하다. 건물이 갖는 사회 환경성과 성능적 요소가 중요하다.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2000.06a
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• pp.203-208
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• 2000

최근 들어, 국내외에서는 화재안전 분야에서 성능기준이라는 개념이 중요한 토의 주제가 되고 있으며, 성능기준 화재안전 설계 기법을 적용한 건물들이 주요 선진국에서 들어서고 있다. 따라서, 기존 법률 기준으로 적용하기 어려운 새로운 건물이 들어서고 있으며, 이에 대한 화재안전의 중요성으로 말미암아 건축기술자, 화재안전 기술자와 건물에 대한 이해 관계자들 사이의 기술적, 법적인 이해 관계아래 건물의 미관을 살리며, 인명 및 재산의 보호를 동시에 만족시킬 수 있는 기술적 기준을 마련하고자 나타난 것이 성능기준화재안전에 기초한 설계기법이다. (중략)

• Nuclear industry
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• v.37 no.1
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• pp.7-14
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• 2017

작년 경주 지진으로 원자력 안전에 대한 시민들의 촉각이 예민해져 있는 가운데 최근 대전 지역에서 원자력연구원의 하나로 원자로 건물 외벽 내진 보강 공사 방식에 대한 검증을 요구하는 여론이 일고 있다. 그 동안 원자력연구원에서 진행한 하나로 건물 내진 보강 공사 배경과 주요 일정, 설계 개념, 구조 성능 검증 실험, 공사 현황, 건물 성능 점검, 안전 관리, 정보 공개 및 검증, 향후 계획 등을 정리하여 종합했다.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.465-466
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• 2009

In this study, seismic capacity of two reinforced concrete buildings, which are a pure frame and a frame with shear walls, are evaluated based on the method proposed in Part-I. Using the proposed method, the seismic capacity of buildings can be evaluated very rapidly and effectively.

• 방재와보험
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• s.118
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• pp.42-47
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• 2007

건물에 화재가 발생하면 인명피해와 재산손실을 야기하여 대단한 피해를 일으킬 수 있다. 이에 BRE의 자매기관인 LPCB(손해방지인증위원회)가 인명과 재산을 보호하기 위한 기준을 개발하고 인증기구를 출범하였다. 이와 관련 건물 외장재의 화재성능평가에 대해 알아본다.

• Solar Energy
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• v.18 no.3
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• pp.41-50
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• 1998

The purpose of this study is to analyze the energy consumption status for various building types in Taejon. 35 sample buildings were classified into 8 building types, i.e., sports center & swimming pools, hotels, telecommunication exchange service facility, hospitals, research laboratories, department stores, exhibition galleries, universities. According to analyses, energy consumption patterns varies significantly for each building type. Sports centers consumes highest rate(689 $Mcal/sqm{\cdot}yr$) and universities lowest rate(86 $Mcal/sqm{\cdot}yr$) among selected building types.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.241-244
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• 2008

The authors proposed a new rapid-screening method for more reasonably evaluating seismic capacities of medium and low-rise RC buildings controlled by both shear and flexure in Ref. [1]. The method proposed in Ref. [1] was based on relationships between required strengths of each failure system for ductility factors and damage degrees of overall system derived from the view-point of ductility factors. The proposed method was also verified using observed real damage data of low-rise RC buildings caused by past earthquakes. Results indicated that the methodology proposed in Ref. [1] compares well with real damages and is a useful strategy for rapidly identifying low-rise RC buildings having high potential seismic risk. In this study, in order to verify the applicability of the new methodology proposed in Ref. [1] to real RC building systems, seismic capacities of existing eleven low-rise RC buildings in Korea are evaluated based on the new method.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.5
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• pp.41-50
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• 2009

Following an earthquake, the major concerns for damaged buildings are their safety/risk in the event of aftershocks, and thus a quantitative damage assessment must be performed in order to evaluate their residual seismic capacity and to identify necessary actions for the damaged buildings. Post-event damage evaluation is therefore as essential for the quick recovery of a damaged community as pre-event seismic evaluation and strengthening of vulnerable buildings. The objective of this study is to develop a post-earthquake seismic evaluation method for RC frames with URM infill wall for typical school buildings. For this purpose, full-scale, one-bay, single-story specimens having different axial loads in columns are tested under cyclic loadings. During the tests, residual crack widths, which can also be found in damaged buildings, are measured in order to estimate the residual seismic capacity from the observed damage. In this paper, the relationship between the measured residual crack width and the residual seismic capacity is discussed analytically and experimentally, and reduction factors are proposed to estimate the residual seismic capacity based on the observed damage level.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.14 no.9
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• pp.4580-4586
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• 2013

Many school buildings are not applied seismic code because of small size structures. But it must be designed to show enough structural performance when subject to earthquake due to the fact that most of school buildings are generally used as public shelters when the natural disasters. In this study, the seismic risk of the reinforced concrete school building structure which is the most common types of school structures was evaluated by using the seismic performance evaluation methods. As a result, model structures don't have enough seismic performance.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.467-468
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• 2009

In this study, seismic capacity of R/C school buildings are investigated on the basis of the 2nd and 3rd level procedures of the Japanese Standard for Evaluation of Seismic Capacity of Existing R/C Buildings, push-over analysis and nonlinear dynamic analysis, respectively. In order to verify the applicability of the new method proposed in this study, relationships between evaluation results of the proposed methods shown in Part-2 and detailed evaluation methods mentioned above are compared.