• Korean Architects
• /
• no.2 s.30
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• pp.33-52
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• 1971

• Korean Architects
• /
• no.10 s.318
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• pp.146-149
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• 1995

• Korean Architects
• /
• no.9 s.150
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• pp.45-90
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• 1981

• Korean Architects
• /
• no.3 s.31
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• pp.39-60
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• 1971

• Korean Architects
• /
• s.618
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• pp.16-18
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• 2020

• Korean Architects
• /
• no.8 s.126
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• pp.57-58
• /
• 1979

동력자원부는 현하 국제적 에너지 위기에 대처하여, 이를 슬기롭게 극복하고 더 나아가 새로운 에너지원의 개발 및 그 활용책으로 태양열주택의 설계ㆍ시공을 적극적으로 권장,실천하기 위한 초지로서 79년8월13일 태양열 주택의 정의를 확정하였으며 한국과학 기술연구소 부설 태양에너지 연구소에서는 태양의 집 추천 기준을 제정하였다. 그 주요 내용을 게재하면 다음과 같다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2019.11a
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• pp.235-236
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• 2019

Waterproofing materials and construction methods have been developed and applied to various construction sites since the past. However, there many cases where the waterproofing performance is not satisfactory, leading to continuous water leakage. It has been observed that a key reason for this is because waterproofing method and material selection is not optimized in terms of the appropriate application area and environmental degradation factors. This paper proposes that future selection of waterproofing methods should consider the following evaluation criteria; 1) waterproof performance evaluation according to site conditions, 2) evaluation of construction method, 3) manufacturing and maintenance of waterproofing systems.

• Construction Engineering and Management
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• v.23 no.2
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• pp.55-59
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• 2022

• Journal of Korean Association for Spatial Structures
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• v.23 no.3
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• pp.35-43
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• 2023

This study aims to evaluate the structural safety of a structural thermal barrier, installed inside the structure of a building and performed the role of a load-bearing element and an insulation simultaneously, contributing to the realization of net-zero buildings. To ensure the reliability of the analysis model, the analysis results derived from LS-DYNA were compared with the experimental results. Based on the results shown through the flexural experiment, the reliability of the thermal cross-section insulation structure model for slabs was validated. In addition, the effect of the UHPC block on the load support performance and its contribution to vertical deflection was verified.

• Journal of Korean Association for Spatial Structures
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• v.24 no.2
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• pp.53-63
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• 2024

The cultural heritage of fortresses is often exposed to external elements, leading to significant damage from stone weathering and natural disasters. However, due to the nature of cultural heritage, dismantling and restoration are often impractical. Therefore, the stability of fortress cultural heritage was evaluated through non-destructive testing. The durability of masonry cultural heritages is greatly influenced by the physical characteristics of the back-fille material. Dynamic characteristics were assessed, and endoscopy was used to inspect internal fillings. Additionally, a finite element analysis model was developed considering the surrounding ground through elastic wave exploration. The analysis showed that the loss of internal fillings in the target cultural heritage site could lead to further deformation in the future, emphasizing the need for careful observation.