117
Views
0
CrossRef citations to date
0
Altmetric
Original Articles

Seismic performance of semi-precast high-strength recycled concrete columns with ultra-high-strength steel bar

, , &
Pages 831-859 | Received 04 Jan 2022, Accepted 10 Apr 2022, Published online: 28 Apr 2022

References

  • Abdel-Rahman, N., & Sivakumaran, K. S. (1997). Material properties models for analysis of cold-formed steel members. Journal of Structural Engineering ASCE, 123(9), 1135–1143. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:9(1135)
  • ACI. 318-19. (2019). Building code requirements for structural concrete and commentary., American Concrete Institute.
  • AIJ. (2008). Recommendations for design and construction of concrete filled steel tubular structures. Architecture Institution of Japan. (In Japanese).
  • Bayrak, O., & Sheikh, S. A. (2001). Plastic hinge analysis. Journal of Structural Engineering, 127(9), 1092–1100. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1092)
  • Belén, G., Fernando, M., Diego, C. L., & Sindy, S. (2011). Stress–strain relationship in axial compression for concrete using recycled saturated coarse aggregate. Construction and Building Materials, 25(5), 2335–2342. https://doi.org/10.1016/j.conbuildmat.2010.11.031
  • Belleri, A., Brunesi, E., Nascimbene, R., Pagani, M., & Riva, P. (2015). Seismic performance of precast industrial facilities following major earthquakes in the Italian territory. Journal of Performance of Constructed Facilities, 29(5), 04014135. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000617
  • Belleri, A., & Riva, P. (2012). Seismic performance and retrofit of precast concrete grouted sleeve connections. PCI Journal, 57(1), 97–109. https://doi.org/10.15554/pcij.01012012.97.109
  • Bournas, D. A., Negro, P., & Taucer, F. F. (2014). Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening. Bulletin of Earthquake Engineering, 12(5), 2383–2404. https://doi.org/10.1007/s10518-013-9466-z
  • Butler, L. J., West, J. S., & Tighe, S. L. (2015). Bond of reinforcement in concrete incorporating recycled concrete aggregates. Journal of Structural Engineering, 141(3), B4014001. http://doi.org/10.1061/(ASCE)ST.1943-541X.0000928
  • Cao, W., Guo, Y., Qiao, Q., & Xie, X. (2018). Experimental study on seismic behavior of steel reinforced recycled concrete columns with high axial compression ratio. Journal of Harbin Institute of Technology, 50(6), 47–55. (In Chinese).
  • CEB-FIP. (2013). Fib model code for concrete structures 2010. CEB-FIP.
  • Chi, Y., Yu, M., Huang, L., & Xu, L. (2017). Finite element modeling of steel-polypropylene hybrid fiber reinforced concrete using modified concrete damaged plasticity. Structural Engineering, 148, 23–35. https://doi.org/10.1016/j.engstruct.2017.06.039
  • Dhakal, R. P., & Maekawa, K. (2002). Modeling for postyield buckling of reinforcement. Journal of Structural Engineering, 128(9), 1139–1147. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:9(1139)
  • Dong, H., Song, Y., Cao, W., Sun, W., & Zhang, J. (2019). Flexural bond behavior of reinforced recycled aggregate concrete. Construction and Building Materials, 213, 514–527. https://doi.org/10.1016/j.conbuildmat.2019.03.238
  • Dong, H., Xie, X., Cao, W., & Guo, Y. (2018). Experiment on seismic performance of recycled aggregate concrete filled circular steel tube columns. Journal of Tianjin University (Science and Technology), 51(10), 1096–1106. In Chinese)
  • FEMA P-58-1. (2012). FEMA (Federal Emergency Management Agency) Seismic performance assessment of buildings: volume 1-methodology. FEMA.
  • Gao, D., Zhang, L., & Nokken, M. (2017). Compressive behavior of steel fiber reinforced recycled coarse aggregate concrete designed with equivalent cubic compressive strength. Construction and Building Materials, 141, 235–244. https://doi.org/10.1016/j.conbuildmat.2017.02.136
  • Gardner, L., & Nethercot, D. A. (2004). Numerical modeling of stainless steel structural components-a consistent approach. Journal of Structural Engineering, 130(10), 1586–1601. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:10(1586)
  • GB 175-2007. (2007). Common Portland cement. China Standards Press. (In Chinese).
  • GB 50010-2010. (2015). Code for design of concrete structures. China Ministry of Construction. (In Chinese).
  • GB 50011-2010. (2015). Code for seismic design of buildings., China Ministry of Construction. (In Chinese).
  • GB/T 50081-2019. (2019). Standard for test method of mechanical properties on ordinary concrete. China Ministry of Construction. (In Chinese).
  • Geng, X., & Zhou, W. (2019). Cyclic experimental response of self-centering concrete frames with slotted columns. Construction and Building Materials, 195, 363–375. https://doi.org/10.1016/j.conbuildmat.2018.11.079
  • Halil, S., & Setzler, E. J. S. (2008). Reinforcement slip in reinforced concrete columns. ACI Structural Journal, 105(3), 280–289.
  • Hu, X., Lu, Q., Xu, Z., Zhang, W., & Cheng, S. (2018). Compressive stress–strain relation of recycled aggregate concrete under cyclic loading. Construction and Building Materials, 193, 72–83. https://doi.org/10.1016/j.conbuildmat.2018.10.137
  • JGJ 55-2011. (2011). Specification for design of ordinary concrete mix proportion. China Building Industry Press. (In Chinese).
  • JGJ/T 465-2019. (2019). Standard for design of steel fiber reinforced concrete structures. China Architecture & Building Press. (In Chinese).
  • Liu, K. H., Yan, J. C., & Zou, C. Y. (2018). A pilot experimental study on seismic behavior of recycled aggregate concrete columns after freeze-thaw cycles. Construction and Building Materials, 164, 497–507. https://doi.org/10.1016/j.conbuildmat.2017.12.160
  • Lu, L., Sun, T., Fezzaa, K., Gong, X. L., & Luo, S. N. (2017). Experimental study of self-centering shear walls with horizontal bottom slits. Materials Science and Engineering A, 701, 143–148. https://doi.org/10.1016/j.msea.2017.06.073
  • Lu, X., Yang, B., & Zhao, B. (2018). Shake-table testing of a self-centering precast reinforced concrete frame with shear walls. Earthquake Engineering and Engineering Vibration, 172, 21–33.
  • Lye, C. Q., Dhir, R. K., Ghataora, G. S., & Li, H. (2016). Creep strain of recycled aggregate concrete. Construction and Building Materials, 102, 244–259. https://doi.org/10.1016/j.conbuildmat.2015.10.181
  • Mander, J. B., Priestley, M., & Park, R. (1988). Theoretical stress–strain model for confined concrete. Journal of Structural Engineering, 114(8), 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
  • Masuda, Y., Yoshioka, K., & Wakisaka, T. (1990). Bending test of centrifugally formed precast concrete columns. Journal of Structural Engineering, 52(2), 351–356. (In Japanese).
  • Masuda, Y., & Yoshioka, K. (1994). A study on the bearing capacity of reinforced concrete columns with thin-walled precast pipe outer shell. Journal of Structural and Construction Engineering (Transactions of AIJ), 59(458), 109–118. (In Japanese). https://doi.org/10.3130/aijs.59.109_1
  • Nascimbene, R., & Bianco, L. (2021). Cyclic response of column to foundation connections of reinforced concrete precast structures: Numerical and experimental comparisons. Engineering Structures, 247, 113214. https://doi.org/10.1016/j.engstruct.2021.113214
  • Ou, Y., Tsai, M., Liu, K., & Chang, K. (2012). Compressive behavior of steel-fiber-reinforced concrete with a high reinforcing index. Journal of Materials in Civil Engineering, 24(2), 207–215. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000372
  • Paultre, P., Eid, R., Langlois, Y., & Lévesque, Y. (2010). Behavior of steel fiber-reinforced high-strength concrete columns under uniaxial compression. Journal of Structural Engineering, 136(10), 1225–1235. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000211
  • Qing, Y., Wang, C., Meng, S., & Zeng, B. (2022). Experimental study on the seismic performance of precast concrete columns with thread-bolt combination couplers. Engineering Structures, 251, 113461. https://doi.org/10.1016/j.engstruct.2021.113461
  • Razvi, S., & Saatcioglu, M. (1999). Confinement model for high-strength concrete. Journal of Structural Engineering ASCE, 125(3), 281–289. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:3(281)
  • Takeuchi, T., Sun, Y., Tani, M., & Shing, P. B. (2021). Seismic performance of concrete columns reinforced with weakly bonded ultrahigh-strength longitudinal bars. Journal of Structural Engineering, 147.
  • Twigden, K. M., Sritharan, S., & Henry, R. S. (2017). Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping. Engineering Structures, 140, 406–420. https://doi.org/10.1016/j.engstruct.2017.02.008
  • Wang, C., & Xiao, J. (2018). Evaluation of the stress–strain behavior of confined recycled aggregate concrete under monotonic dynamic loadings. Cement and Concrete Composites, 87, 149–163. https://doi.org/10.1016/j.cemconcomp.2017.12.012
  • Wang, J., & Sun, Y. (2020). Influence of bond property of longitudinal bars on seismic behaviour of reinforced-concrete columns. Magazine of Concrete Research, 72(15), 778–798. https://doi.org/10.1680/jmacr.18.00563
  • Wang, J., Zhao, H., & He, J. (2019). Seismic behaviors and resilient capacity of CFRP-confined concrete columns with partially debonded high-strength steel rebars. Composite Structures, 222, 110912. https://doi.org/10.1016/j.compstruct.2019.110912
  • Xiao, J., Huang, X., & Shen, L. (2012). Seismic behavior of semi-precast column with recycled aggregate concrete. Construction and Building Materials, 35, 988–1001. https://doi.org/10.1016/j.conbuildmat.2012.04.062
  • Xiao, J., Li, J., & Zhang, C. (2005). Mechanical properties of recycled aggregate concrete under uniaxial loading. Cement Concrete Research, 35(6), 1187–1194. https://doi.org/10.1016/j.cemconres.2004.09.020
  • Xu, L., Pan, J., & Cai, J. (2019). Seismic performance of precast RC and RC/ECC composite columns with grouted sleeve connections. Engineering Structure, 188, 104–110. https://doi.org/10.1016/j.engstruct.2019.03.022
  • Xue, J. Y., Zhang, X., Ke, X. J., & Ma, L. L. (2019). Seismic resistance capacity of steel reinforced high-strength concrete columns with rectangular spiral stirrups. Construction and Building Materials, 229, 116880. https://doi.org/10.1016/j.conbuildmat.2019.116880
  • Yang, Y., Xue, Y., Yu, Y., & Gao, F. (2018). Experimental study on seismic performance of partially precast steel reinforced concrete columns. Engineering Structure, 175, 63–75. https://doi.org/10.1016/j.engstruct.2018.08.027
  • Yin, F., Xue, S. D., Cao, W. L., Dong, H. Y., & Wu, H. P. (2020). Experimental and analytical study of seismic behavior of special-shaped multicell composite concrete-filled steel tube columns. Journal of Structural Engineering, 146(1), 04019170.1–04019170.21. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002442
  • Youssf, O., ElGawady, M. A., & Mills, J. E. (2016). Static cyclic behaviour of FRP-confined crumb rubber concrete columns. Engineering Structure, 113, 371–387. https://doi.org/10.1016/j.engstruct.2016.01.033
  • Zheng, G., Kuang, Z., Xiao, J., & Pan, Z. (2020). Mechanical performance for defective and repaired grouted sleeve connections under uniaxial and cyclic loadings. Construction and Building Materials, 233, 117233. https://doi.org/10.1016/j.conbuildmat.2019.117233
  • Zhang, J., Liu, J., Li, X., Cao, W., & Chen, Z. (2021). Hysteretic behavior of steel fiber-reinforced high-strength concrete columns with high-strength steel bars. Structures, 33, 1833–1852. https://doi.org/10.1016/j.istruc.2021.05.051
  • Zhang, J., Shen, Z., Cao, W., & Liu, J. (2019). Experiment research on seismic behavior of high-strength concrete filled prefabricated high-strength concrete tube columns with HRB600 steel bars. Industrial Construction, 49(8), 77–82. (In Chinese).
  • Zhang, J., Tao, X., Liu, J., Dong, H., & Cao, W. (2022). Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement. Journal of Building Engineering, 45, 103528. https://doi.org/10.1016/j.jobe.2021.103528
  • Zhang, J., Cai, R. X., Li, C., & Liu, X. (2020). Seismic behavior of high-strength concrete columns reinforced with high-strength steel bars. Engineering Structure, 218, 110861. https://doi.org/10.1016/j.engstruct.2020.110861

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.