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NTIS 바로가기한국구조물진단유지관리공학회 논문집 = Journal of the Korea Institute for Structural Maintenance and Inspection, v.25 no.3, 2021년, pp.77 - 84
한선진 (서울시립대학교 건축학부) , 이정민 (토론토 대학교 토목공학과) , 김민석 (서울시립대학교 건축공학과) , 김재현 (서울시립대학교 건축공학과) , 김강수 (서울시립대학교 건축공학과 스마트시티융합전공) , 오영훈 (건양대학교 의료공간디자인학과)
In this study, flexural tests of prestressed high strength spun concrete (PHC) piles reinforced with infilled concrete and longitudinal rebars were conducted, where the longitudinal rebar ratio and the presence of sludge formed on the inner surface of PHC pile were set as key test variables. A total...
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Kim, M. S. (2021), Flexural and Shear Strength of PHC Piles Reinforced with Infilled Concrete, Master Thesis, University of Seoul, Seoul, South Korea.
Korean Industrial Standards. (2014), KSF 4306, Pretensioned spun high strength concrete piles, Korean Industrial Standards, Seoul, South Korea.
Han, S. J., Jeong, J. H., Joo, H. E., Choi, S. H., Choi, S., and Kim, K. S. (2019), Flexural and Shear Performance of Prestressed Composite Slabs with Inverted Multi-Ribs, Applied Sciences, 9(22), 4946.
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Han, S. J., Lee, D. H., Oh, J. Y., Choi, S. H., and Kim, K. S. (2018), Flexural Responses of Prestressed Hybrid Wide Flange Composite Girders, International Hournal of Concrete Structures and Materials, 12, 53.
Korea Concrete Institute (2017), Korea Model Code 2017 (KCI 2017), Korea Concrete Institute, Seoul, Republic of Korea.
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