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NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.26 no.3, 2022년, pp.103 - 110
황보동선 (한양대학교 건축공학과) , 손동희 (한양대학교 건축공학과) , 배백일 (한양사이버대학교 디지털건축도시공학과) , 최창식 (한양대학교 건축공학과)
The purpose of this study is to experimentally evaluate the stiffness and strength reduction according to the reinforcing bar details of the vertically divided reinforced concrete shear walls. To confirm the effect of reducing strength and stiffness according to vertical division, four real-scale sp...
Cho, U., Kim, S. Y., Bae, B. I., and Choi, C. S. (2020), Evaluation of Flexural Performance of Reinforced Concrete Shear Walls According to Flexural Retrofit by Wall End Excavating, Journal of the Architectural Institute of Korea Structure & Construction, 36(4), 123-133.
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Choi, C. S., Bae, B. I., Bae, S., and Son, D. H. (2022), Flexural retrofit of existing reinforced concrete structural walls with various boundary element details under cyclic loading. Journal of Building Engineering, 52, 104468.
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Bae, B. I., Choi, Y. C., Choi, C. S., and Choi, H. K. (2010), Shear Strength Reduction Ratio of Reinforced Concrete Shear Walls with Openings, Journal of the Korea Concrete Institute, 22(4), 451-460.
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