• 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.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.3
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• pp.106-115
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• 2011

This study proposed a new methodology for seismic capacity evaluation of low-rise reinforced concrete (RC) buildings based on non-linear required spectrum. In order to verify the reliability of the proposed method, relationships between results obtained using the proposed method and the non-linear dynamic analyses were investigated. Compared with the seismic protection index (Es=0.6) defined in the Japanese Standard, the applicability of the method was also estimated. Research results indicate that the method proposed in this study compares reasonably well with the detailed evaluation methods. Using the seismic evaluation method developed in this study, the seismic capacity category and earthquake damage degree of low-rise RC buildings corresponding to a specific earthquake level can be effectively estimated.

• 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.

• 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.

• 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.

• Journal of Korean Association for Spatial Structures
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• v.12 no.2
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• pp.55-63
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• 2012

This study is about earthquake-proof reinforcement through structural function evaluation of an school building. The purpose of this study is to comparatively analyze structure reinforcement measures in consideration of safety and usability through structural function evaluation of school buididng, to offer rational measures for earthquake-proof function and to provide help in maintaining safe structures against earthquake. For this purpose, was selected for this study as an existing school building, earthquake-proof function evaluation was conducted, and measures to reinforce earthquake-proof function was offered. As for the research method, the first and the second earthquake-proof function evaluations were conducted which is an existing reinforced concrete school building. Through the abovementioned methods, earthquake-proof function evaluation were conducted, the results were analyzed and the measure to reinforce earthquake-proof function were offered(Steel damper, Carbon plate stiffeners). The offered measure to reinforce earthquake-proof function was applied to the subject structure, and comprehensive results were derived from earthquake-proof function evaluation regarding before and after earthquake-proof function reinforcement.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.32 no.6
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• pp.49-56
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• 2003

CO2환기제어는 신축건물에서 흔히 사용되고 있지만, 기존의 건물에서는 그 적용 예가 흔하지는 않다. 아마도 개보수라는 것이 가능하다고 여겨지는 자원절감이나 이익에 대한 방대한 기록이 요구되기 때문이며 게다가 제어에 관한 개보수는 복잡하다는 인식에 기인한다. 공교롭게도, 에너지 사용 패턴에 대하 명확한 기록이 있는 기존의 건물에 가장 에너지절약적인 기회가 많다는 사실이다. 이 기고문에서는 기존 건물의 CO2개보수에 관하여 그 성능 평가에 대한 방법론을 제시하고 있으며, 현장 평가와 이 방법론을 적용한 A-등급 사무소 건물에서의 개보수를 통한 성능개선에 관하여 분석하고 있다. 대상은 첨단 DDC시스템이 있는 미국 환경청의 에너지스타 등급을 획득한 건물이다.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.2 s.54
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• pp.39-45
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• 2007

In this study the probability and the reliability-based seismic performance evaluation procedure proposed in the FEMA-355F was applied to a reinforced concrete moment frame building. For the FEMA procedure, which was originally developed for steel moment frame structures, to be applied to other structural systems, the capacity should be re-defined and the factors reflecting the uncertainties related to capacity and demand need to be determined. To perform the evaluation procedure a prototype building was designed per IBC 2003, and inelastic dynamic analyses were conducted applying site-specific ground motions to determine the parameters for performance evaluation. According to the analysis results, distribution of the determined capacities turned out to be relative]y smaller than that of the demands, which showed that the defined capacity was reasonable. It was also shown that the prototype building satisfied the target performance since the determined confidence levels exceeded the otjectives for both local and global collapses.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.32 no.8
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• pp.7-14
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• 2003

건물에너지 성능평가 결과의 신뢰성 검증을 위해 가장 먼저 확인하는 요소 중의 하나가 어떠한 기상데이터를 적용했는가일 것이다. 아쉽게도 국내의 경우 아직까지 공인된 표준기상자료가 확립되어 있지 못한 실정이며, 이로 인해 다양한 프로그램을 통한 해석결과의 객관성 확립에 많은 어려움을 겪고 있다. 본 고에서는 건물에너지 성능평가를 위한 시간별 기상자료를 대상으로 국외 및 국내의 개발현황을 고찰하고, 향후 개선방향을 제안하고자 한다.

• 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.