• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.11a
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• pp.55-56
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• 2014

In this research, the effect of types of aggregate and SP on fundamental properties of ultra-high performance concrete of 80 MPa of compressive strength was evaluated to provide solution for high cost of ultra-high performance concrete. As the results of a series of tests, the mixture using limestone and silica aggregates showed improved workability rather than the mixture using granite aggregate. For compressive strength of UHPC, the UHPC mixtures using limestone and silica aggregates showed higher compressive strength than the UHPC mixture using granite aggregate while all mixtures satisfied target compressive range.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2014.11a
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• pp.13-14
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• 2014

Ultra high performance concrete (UHPC) consists of cement, silica fume (SF), sand, fibers, water and superplasticizer. Typical water/binder-ratios are 0.15-0.20 with 20-30% of silica fume. The development off properties of hardening UHPC relates with both hydration of cement and pozzolanic reaction of silicafume. In this paper, by considering the production of calcium hydroxide in cement hydration and its consumption in the pozzolanic reaction, a numerical model is proposed to simulate the hydration of UHPC. The degree of hydration of cement and degree of reaction of silica fume are obtained as accompanied results from the proposed hydration model. The properties of hardening UHPC, such as degree of hydration of cement, calcium hydroxide contents, and compressive strength, are predicted from the contribution of cement hydration and pozzolanic reaction. The proposed model is verified through experimental data on concrete with different water-to-binder ratios and silica fume substitution ratios.

• Electrical & Electronic Materials
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• v.5 no.2
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• pp.157-165
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• 1992

전력설비를 비롯하여 모든 생산설비나 공공 기간설비 등의 설계, 운용, 건설은 설비의 목적달성에 충분한 기능을 가지며 가능한 한 저렴하고 효율적으로 이루어져야만 된다. 전력계통 운용상 계획된 송전선은 필요로하는 전력을 발생지점에서부터 소비지점까지 가장 경제적 효율적으로 전송시킬 수 있는 최적설계를 이루어야 한다. 도시미관, 소음 등의 환경과의 조화, 변전소용 부지의 문제, 운전보수나 건설공사비의 저렴화, 안정성, 신뢰성등의 문제를 가스절연기기가 해결할 수 있으므로 최근 가스절연변전소가 급속히 보급되고 있다. 고전압 대전류를 취급하는 초고압송전용 전력기기의 성능향상과 소형경량화, 안전성, 환경조화성 등을 실현시키기 위해서는 양질의 전기절연을 이룩하여야만 한다. 결국 전기절연재료기술이 양질의 전기를 공급할 수 있다고 해도 과언이 아닐 것이다. 즉 초고압전력계통의 구성에 대하여도 절연재료의 성능과 합리적 설계가 기반기술로 대두하게 된다. 따라서 전력계통의 초고압화도 재료기술과 직결되며 현재 우리나라의 실정에서는 특히 취약한 신절연기술에 대하여 보다 심층적인 연구가 수행되어야 될 것이다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2022.11a
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• pp.65-66
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• 2022

In this study, the setting characteristics of the high range water reducing agent to minimize the retardation of UHPC were confirmed to minimize the setting time in the hardening of UHPC. As a result of the study, there was a slight change depending on the difference in the type of Superplasticizer, K > P > D = S > E in the order of condensation promotion, and E > S = D = K > P on the 28th day.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2023.11a
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• pp.149-150
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• 2023

This study proposes the most suitable strength prediction model equation for UHPC by calculating the apparent activation energy of UHPC according to the curing temperature and deriving the integrated temperature and compressive strength prediction equation. The results are summarized as follows. The apparent activation energy was calculated using the Arrhenius function, which was calculated as 21.09 KJ/mol. A model equation suitable for UHPC was calculated, and when the Flowman model equation was used, it was confirmed that it was suitable for the properties of UHPC using a condensation promoting super plasticizing agent.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2002.11a
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• pp.101-102
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• 2002

과거 50여년간 전산기는 성능과 효율면에서 획기적인 발전을 거듭하여 왔다. 더욱이 최근 20여년간 microcomputer와 PC 분야의 발전으로 저렴한 가격으로 전산자원을 활용할 수 있게 되었다. 그러나, 1개의 CPU로 도달할 수 있는 속도의 한계에 근접함에 따라서, CPU 성능의 향상 속도가 느려지고 있다. 현재 초고성능 전산기로도 많은 시간과 비용이 소요되는 문제가 과학 및 공학 분야에 아직 많이 있는 상황에서 이러한 전산속도 발전의 둔화는 심각한 문제가 되고 있다. (중략)

• Journal of Korean Society of Steel Construction
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• v.18 no.4
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• pp.481-490
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• 2006

The actual performance of a building during an earthquake depends on many factors. The prediction of the seismic performance of a new or existing structure is complex, due not only to the large number of factors that need to be considered and the complexity of the seismic response, but also due to the large inherent uncertainties and randomness associated with making these predictions. A central issue of this research is the proper treatment and incorporation of these uncertainties and randomness in the evaluation of structural capacity and response has been adopted in the seismic performance evaluation of steel tall buildings to account for the uncertainties and randomness in seismic demand and capacities in a consistent manner. The basic framework for reliability-based seismic performance evaluation and the key factors for statistical studies were summarized. A total of 36 target structures that represent typical tall steel buildings based on national building code (KBC-2005) were designed for the statistical studies of demand factor s and capacity factors. The incremental dynamic analysis (IDA) approach was examined through the simple steel moment frame building in determination of global drift capacity.

• Magazine of the Korea Concrete Institute
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• v.18 no.1 s.90
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• pp.16-21
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• 2006

• Magazine of the Korea Concrete Institute
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• v.28 no.1
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• pp.21-25
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• 2016

• Magazine of the Korea Concrete Institute
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• v.28 no.1
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• pp.16-20
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• 2016