Structural Engineering and Mechanics

  • 제33권5호
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  • Pages.653-656
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  • 2009
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Experimental study on seismic behavior of high strength reinforced concrete frame columns with high axial compression ratios

  • Zhang, Guojun (College of Architecture Engineering, Shanghai Normal University) ;
  • Liu, Boquan (School of Civil Engineering, Chang'an University) ;
  • Bai, Guoliang (College of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Liu, Jianxin (College of Architecture Engineering, Shanghai Normal University)
  • 투고 : 2008.04.16
  • 심사 : 2009.07.31
  • 발행 : 2009.11.30
⟨ 이전 논문 다음 논문 ⟩

초록

키워드

참고문헌

  1. Bechtoula, H., Kono, S. and Watanabe, F. (2009), 'Seismic performance of high strength reinforced concrete columns', Struct. Eng. Mech., 31(6), 697-716 https://doi.org/10.12989/sem.2009.31.6.697
  2. Frederic Legeron and Patrick Paultre (2000),'Behavior of high-strength concrete column under cyclic flexure and constant axial', ACI Struct. J., 591-601
  3. Lu, X.L. and Yu, Y. (2000), 'Experimental study on the seismic behavior in the connection between CFRT column and steel beam', Struct. Eng. Mech., 9(4), 365-374 https://doi.org/10.12989/sem.2000.9.4.365
  4. Lu, X.L., Zhang, G.J. and Chen, S.L. (2009), 'Research on seismic behavior of full-scale high-strength concrete frame columns with high axial compression ratios', J. Build. Struct., 30(3), 20-26. (in Chinese)
  5. Lu, X.L. and Zhou, Y. (2007), 'An applied model for steel reinforced concrete columns', Struct. Eng. Mech., 27(6), 697-711 https://doi.org/10.12989/sem.2007.27.6.697
  6. National Std. P. R. Ch. (2001), Code for Seismic Design of Building (GB 50011). Beijing: Chinese Building Industry Press. (in Chinese)
  7. Sung, Y., Liu, K., Su, C., Tsai, I. and Chang, K. (2005), 'A study on pushover analyses of reinforced concrete columns', Struct. Eng. Mech., 21(1), 35-52 https://doi.org/10.12989/sem.2005.21.1.035
  8. Zhang, G.J., Lu, X.L. and Liu, B.Q. (2006), 'Seismic behavior of reinforced concrete frame columns with excessive axial compression ratios', China Civil Eng. J., 39(3), 47-54. (in Chinese)
  9. Zhang, G.J. (2003), Research on Seismic Behavior of High Strength Reinforced Concrete Frame Columns in Large-scale Thermal Power Plants. Xi’an: College of Civil Engineering, Xi’an University of Architecture & Technology

피인용 문헌

  1. Experimental and Theoretical Research on the Compression Performance of CFRP Sheet Confined GFRP Short Pipe vol.2014, 2014, https://doi.org/10.1155/2014/109692
  2. Strength of Reactive Powder Concrete Beam-Column Joints Reinforced with High-Strength (HRB600) Bars Under Seismic Loading vol.49, pp.1, 2017, https://doi.org/10.1007/s11223-017-9852-x
  3. Influence Factors of the Compression Performance of CFRP Sheet Confined GFRP Short Pipe vol.256-259, pp.1662-7482, 2012, https://doi.org/10.4028/www.scientific.net/AMM.256-259.863
  4. The Strain Change Rules of Full-Scale High Strength Concrete Frame Columns with High Axial Compression Rations vol.919-921, pp.1662-8985, 2014, https://doi.org/10.4028/www.scientific.net/AMR.919-921.288
  5. Minimum deformability design of high-strength concrete beams in non-seismic regions vol.8, pp.4, 2009, https://doi.org/10.12989/cac.2011.8.4.445
  6. Elucidating the mechanical behavior of ultra-high-strength concrete under repeated impact loading vol.37, pp.1, 2009, https://doi.org/10.12989/sem.2011.37.1.001
  7. Inelastic design of high-axially loaded concrete columns in moderate seismicity regions vol.39, pp.4, 2009, https://doi.org/10.12989/sem.2011.39.4.559
  8. Experimental and theoretical research on the compression performance of CFRP sheet confined GFRP short pole vol.40, pp.2, 2009, https://doi.org/10.12989/sem.2011.40.2.215
  9. Concurrent flexural strength and deformability design of high-performance concrete beams vol.40, pp.4, 2009, https://doi.org/10.12989/sem.2011.40.4.541
  10. Uni-axial behaviour of normal-strength CFDST columns with external steel rings vol.13, pp.6, 2009, https://doi.org/10.12989/scs.2012.13.6.587
  11. Calculation theory and damage analysis on crack width of RC seismic-damaged columns vol.34, pp.None, 2009, https://doi.org/10.1016/j.istruc.2021.09.079