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논문 기본 정보

자료유형
학술저널
저자정보
Lin, Ing-Jaung (Department of Construction Engineering, National Taiwan University of Science and Technology) Hwang, Shyh-Jiann (Department of Construction Engineering, National Taiwan University of Science and Technology) Lu, Wen-Yao (Department of Construction Engineering, National Taiwan University of Science and Technology) Tsai, Jiunn-Tyng (Department of Construction Engineering, National Taiwan University of Science and Technology)
저널정보
테크노프레스 Structural engineering and mechanics : An international journal Structural engineering and mechanics : An international journal 제16권 제3호
발행연도
2003.1
수록면
275 - 294 (20page)

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In this study, 24 high-strength concrete dapped-end beams were tested to study the effects of the amount of main dapped-end reinforcement, the nominal shear span-to-depth ratio, and the concrete strength on the shear strength of dapped-end beams. Test results indicate that the shear strength of dapped ends increases with the increase in the amount of main dapped-end reinforcement and the concrete strength. The shear strength of dapped-end beam increases with the decrease of nominal shear span-to-depth ratio. A simplified method for determining the shear strength of reinforced concrete dapped ends is also proposed in this paper. The shear strengths predicted by the proposed method and the approach of PCI Design Handbook are compared with test results. The comparison shows that the proposed method can more accurately predict the shear strength of reinforced concrete dapped-end beams than the approach of PCI Design Handbook.

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