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An Analytical Evaluation on the Ductility of Reinforced High-Strength Concrete Columns

고강도 콘크리트를 이용한 철근콘크리트 기둥 부재의 연성평가에 관한 연구

  • 장일영 (금오공과대학 토목공학과) ;
  • 송재호 (금오공과대학 토목공학과) ;
  • 한상묵 (금오공과대학 토목공학과) ;
  • 박훈규 (금오공과대학 토목공학과)
  • Published : 2000.06.01

Abstract

The ductility is an important consideration in the design of reinforced concrete structures. In the seismic design of reinforced concrete columns, it is necessary to allow for relatively large ductilities that the seismic energy be absorbed without shear failure of significant strength degradation after the reinforcement yielding in columns. Therefore, prediction of the ductility should be as accurate as possible. This research investigate the ductile behavior of rectangular reinforced high-strength concrete columns like as bridge piers with confinement steel. The effects on the ductility of axial load, lateral reinforcement ratio, longitudinal reinforcement ratio, shear span ratio, and compressive strength of concrete were investigated analytically using layered section analysis. as the results, it was proposed the proper relationship between ductility and variables and formulated into equations.

Keywords

References

  1. ACI SP-121.Detroit Ductility Improvement of High-Stremgth Concrete Columns with Lateral Confinement Muguruma.H.;Watanabe.f.
  2. First International Conference of High Strength Concrete Seismic behavior High-Strengrh Concrete Tied Cokumns Paultre.P.;Legeron.F.
  3. ユソクリ一ト工學年次論文報告集 v.15 no.2 高强度材科を用いた鐵筋ユンクリ一ト桂の靭性改善に關する失實驗的硏究 孫玉平;崎野健治
  4. 日本土木學會論文集 no.378 鐵槿ユンクリ一ト部材の塑性變型能定量化關する硏究 町田;豊田
  5. ユンクリ一ト工學年次論文報告集 v.19 no.2 Role of Transverse Reinforcement on Ductility and Failure Mode of RC Bridge Piers Subjected to Earthquake Motion Abdelkareem K.H.;Machida A.
  6. Proceedings of (9th World Conference on Eartquake Engineering v.8 no.2-9 State-of-the Art Report on Ductility Evaluation from Laboratory and Analytical testing Park R.
  7. 東北大學校 博士論文 RC部材の荷重-變位關係に關する解析的硏究 張一泳
  8. J. of Struct. Engrg. v.114 no.ST8 Theoretical Stress-Strain Model for Confined Condrete Mander;J. B.;Priestley;M.J.N.;Park;R.
  9. 콘크리트학회지 v.11 no.2 띠근보강 고강도 콘크리트 기둥의 강도 및 축변형특성 산정에 관한 연구 박훈규;장일영
  10. Reinforced Concrete Structures Park, R.;Paulay, T.
  11. J. of the Faculty of Engineering v.39 no.2 Micro Macro Models for Bond Behavior in RC Shima, H.(et al)
  12. ACI Building Code Requirements for REinforced Concrete (ACI318-95) ACI 318
  13. Proceedings of First International Conference on High Strength Concrete Cyclic Flexural and Shear Behavior of High-Strengh Concrete Columns Xiao, Y.;Martirossyan, A.
  14. Proceedings of First International Conference on High Strength Concrete Earthquake Resistance of 100MPa Concrete Columns Bayrak, O.;Shelkh, S.A.
  15. ACI Strucrural Journal v.91 no.1 Confinement of High-Strength Concrete Columns Sheikh, S.A.;Shah, D.V.;Khoury, S.S.
  16. ACI Structral Journal v.91 no.3 Seismic Behavior of Square High-Strength Concrete Columns Azizinamini, A.;Kuska, S.S.B;Brungardt, P.;Hatfield, E.
  17. ACI Structural Journal Confinement of Concrete Columns for Seismic Loadimg Ozcebe, G.;Saatcioglu, M.
  18. Journal of Structral Engineering v.120 no.6 Simulated Seismic Load Tests on Reinforced Concrete Columns Warson, S.;Park, R.
  19. Proceedings of ACI International Conference on High-Performance Concrete High-Strength Concrete Columns with Longitudinal Reinforcement of Mixed Steel Grades Tanaka, H.;Sato, Y.;Park, A.;Kani, N.
  20. ACI SP-121 Experimental Studies on Seismic Behavior of Reinforced Concrete Members of High-Strength Concrete Sugano, S.;Nagashima, T.;Kimura, H.;Tamura, A.;Ichikawa, A.
  21. 한양대학교 박사학위논문 철근콘크리트 기둥에서 띠철근의 콘크리트 구속효과와 내진거동에 관한 연구 이용택
  22. ユンクリ一ト工學年次論文報告集 v.14 no.2 高强度材科を用いたRC桂の曲け性能の評價に關する實驗的硏究 加藤大介;菊池政智
  23. ユンクリ一ト工學年次論文報告集 v.20 no.3 高强度材科を用いた桂部材の변形性能に關する實驗的硏究 鈴木顯彰;三鳥鐵也;左藤勉;渡변忠朋
  24. ユソクリ一ト工學年次論文報告集 v.14 no.2 高强度ユソクリ一トと變形性能に關する實驗的硏究 板倉康久;安居功二;張富明;益尾潔
  25. ユンクリ一ト工學年次論文報告集 v.14 no.2 高軸力を受ける鐵筋ユンリ一ト桂の變形性能に關する考察 罔西努;林靜雄;香取이二;東建二
  26. 講造物設計資科 no.79 鐵筋ユン一ト部材のじん性 石橋;吉野;靑木