• Bulletin of the Korea Photovoltaic Society
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• v.6 no.1
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• pp.92-99
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• 2020

스틸 보 기초 모듈러 구조체를 이용한 접지는 구조체와 대지접지(접지극) 사이 거리가 짧아 감전사고를 유효하게 방지할 수 있다. 스틸 보 기초 모듈러 구조체 접지저항 계산 결과, 제3종 접지극으로 사용하기에 충분하므로 별도의 접지극 매설 및 접지선 포설 등의 시공이 불필요하다. 결론적으로 태양광 발전설비에서 스틸 보 기초 모듈러 구조체를 이용한 접지는 기술적 및 경제적으로 보다 유리한 방식이며 태양광 발전설비의 안전하고 효율적인 운용을 보장한다.

• Journal of Korean Society of Steel Construction
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• v.28 no.6
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• pp.415-425
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• 2016

Load-bearing steel stud wall system is widely used for the middle-to-high rise modular buildings worldwide. Seismic performance is a key issue to apply load-bearing steel stud wall system to modular buildings in Korea. This study proposes a new strap braced steel stud wall system with enhanced seismic performance and design equations considering the flexural behaviour of the vertical outer studs. For the verification, two specimens with different strap braces and vertical outer stud were designed and tested. The test results showed that the total strengths were evaluated to be 1.11 to 1.18 times higher than the predicted values. Usually strap braced walls are considered to have low energy dissipation capacities. The proposed system showed enhanced seismic performance with equivalent damping of 9.42% due to the reduced pinching effects.

• Journal of Korean Society of Steel Construction
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• v.20 no.6
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• pp.793-805
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• 2008

Recently, steel modular systems are developed and have been applied to the projects requiring fast construction such as military barracks and vertical expansion of school buildings. The existing modular system with standard module of ${6m\times3m}$ has a problem that many columns are duplicated in the module connection and the wall thickness increases. In this study, $12m{\times}3m$ module is proposed to solve this problem. Various types of beam-middle column connection which are essential for realizing the $12m{\times}3m$ module are proposed and their maximum load capacity and failure mode are analytically and experimentally evaluated. The comparison between analytical and experimental results shows that the maximum axial load and failure mode can be accurately estimated by finite element analysis. Some connection types which have higher failure load than the design load of the column, can be used as the beam-middle column connection detail of the $12m{\times}3m$ module.