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Study on seismic damage of SRHSC frame columns

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Abstract

The damage evolution in steel reinforced high strength concrete (SRHSC) frame columns was studied based on the test results of cyclic reversed loading experiment of 12 frame column specimens with various axial compression rations, stirrups ratios, steel rations and loading histories. The variation law of the ultimate bearing capacity, ultimate deformation and ultimate hysteretic energy dissipation of specimens under different loading protocols was obtained. The seismic damage characteristics, as well as strength and stiffness degradation, of SRHSC frame columns were analyzed. Based on the analysis of the nonlinear double parameters combination of deformation and energy, a damage model that can well reflect the mechanical characteristics of members subjected to a horizontal earthquake action was established by considering the effects of the number of the loading cycles on the ultimate resistance capacity (ultimate deformation and ultimate energy dissipation capacity) of members, and the loading history on damage, etc. According to the test results, the related parameters of the damage model were proposed. Finally, the damage model proposed was validated by the test results. Results indicated that the proposed damage model is theoretically more reasonable and can accurately describe the seismic damage evolution of the SRHSC frame columns. The results also can be used as a new theoretic reference for the establishment of damage-based earthquake-resistant design method of SRHSC members.

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References

  1. Shen Z Y, Dong B, Cao W X. Development and evaluation of researches on damage cumulation analysis for building structures (in Chinese). J Tongji Univ, 1997, 25: 135–140

    Google Scholar 

  2. Gosain N K, Jirsa J O, Brown R H. Shear requirements for load reversals on RC members. J Struc Div, ASCE, 1977, 103: 1461–1476

    Google Scholar 

  3. Darwin D, Nmai C K. Energy dissipation in RC beams under cyclic load. J Struct Engng, ASCE, 1986, 112: 1829–1846

    Article  Google Scholar 

  4. Banon H, Irvine H M, Biggs J M. Seismic damage in reinforced concrete frames. J Struc Div, ASCE, 1981, 107: 1713–1729

    Google Scholar 

  5. Mander J B, Cheng C T. Renewable hinge detailing for bridge columns. In: Pacific conference on earthquake engineering, Australia, 1995. 197–206

  6. Mehanny S S F, Deierlein G G. Seismic damage and collapse assessment of composite moment frames. J Struct Engng, ASCE, 2001, 127: 1045–1053

    Article  Google Scholar 

  7. Park Y J, Ang A H S. Mechanistic seismic damage model for reinforced concrete. J Struct Engng, ASCE, 1985, 111: 722–739

    Article  Google Scholar 

  8. Park Y J, Ang A H S, Wen Y K. Seismic damage analysis of reinforced concrete buildings. J Struct Engng, ASCE, 1985, 111: 740–757

    Article  Google Scholar 

  9. Yu H X. Research on Seismic Damage Model of Reinforced Concrete Structure (in Chinese). Dissertation of Masteral Degree. Chongqing: Chongqing Univsity, 2004. 3–23

    Google Scholar 

  10. Bracci J M, Reinhorn A M, Mander J B, et al. Deterministic Model for Seismic Damage Evaluation of Reinforced Concrete Structures. Technical report NCEER 89-0033, National Center for Earthquake Engineering Research. Buffalo: State University of New York, 1989

    Google Scholar 

  11. Wang D S, Feng Q M, Wang G X. A modified park-ang seismic damage model considering low-cycle fatigue life (in Chinese). China Civ Engng J, 2004, 11: 41–49

    MATH  Google Scholar 

  12. Wang Z Y, Liu J B. The advances of studies on seismic damage assessment of building structures (in Chinese). World Info Earth Engng, 2001, 17: 43–48

    MATH  Google Scholar 

  13. Benavent C A. An energy-based damage model for seismic response of steel structures. Earthquake Engng Struct Dyn, 2007, 36: 1049–1064

    Article  Google Scholar 

  14. Kunnath S K, El-B A, Taylor A W, et al. Cumulative Seismic Damage of Reinforced Concrete Bridge Piers. Technical Report NCEER-97-0006, National Center for Earthquake Engineering Research. Buffalo: State University of New York, 1997

    Google Scholar 

  15. Kumar S, Usami T. Damage evaluation in steel box columns by cyclic loading tests. J Struct Engng, ASCE, 1996, 122: 626–634

    Article  Google Scholar 

  16. Kumar S, Usami T. A note on the evaluation of damage in steel structures under cyclic loading. J Struct Engng, ASCE, 1994, 40A: 177–188

    Google Scholar 

  17. Wang B. Research on Seismic Damage of Steel Reinforced High Strength and High Performance Concrete Members and Frame Structures (in Chinese). Dissertation of Doctoral Degree. Xi’ an: Xi’ an University of Architecture and Technology, 2010. 24–52

    Google Scholar 

  18. Zhang L, Zheng S S, Li L. Experimental study on the limited values of axial compression ratio of the SRHSHPC frame columns (in Chinese). J Harbin Inst Tech, 2008, 40(Suppl): 56–60

    Google Scholar 

  19. Zhang L, Zheng S S, Wang B. Influence of stirrup ratio on seismic behavior of the SRHSHPC frame columns (in Chinese). J Harbin Inste Tech, 2008, 40(Suppl): 61–65

    Google Scholar 

  20. Zhang L. Research on Seismic Behaviors and Design Method of Steel Reinforced High Strength and High Performance Concrete Frame Columns (in Chinese). Dissertation of Doctoral Degree. Xi’ an: Xi’an University of Architecture and Technology, 2011. 55–105

    Google Scholar 

  21. LI L, Zheng S S, Wang B, et al. Cyclic deterioration effect of the steel reinforced high performance concrete frame (in Chinese). Engng Mech, 2010, 27: 125–132

    Article  Google Scholar 

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Authors and Affiliations

  1. Department of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China

    ShanSuo Zheng, Lei Li, PiJi Hou & Wei Wang

  2. Department of Civil and Architecture Engineering, Xi’an Technological University, Xi’an, 710032, China

    Bin Wang

Authors
  1. ShanSuo Zheng
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  2. Bin Wang
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  3. Lei Li
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  4. PiJi Hou
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  5. Wei Wang
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Correspondence to ShanSuo Zheng.

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Zheng, S., Wang, B., Li, L. et al. Study on seismic damage of SRHSC frame columns. Sci. China Technol. Sci. 54, 2886–2895 (2011). https://doi.org/10.1007/s11431-011-4489-7

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  • DOI: https://doi.org/10.1007/s11431-011-4489-7

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