Advances in concrete construction

  • 제19권3호
  • /
  • Pages.139-149
  • /
  • 2025
  • /
  • 2287-5301(pISSN)
  • /
  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic retrofitting of precast concrete beam-column joints using self-centering friction damper

  • Roozbeh Talebkhah (School of Civil Engineering, College of Engineering, University of Bojnord)
  • 투고 : 2023.07.27
  • 심사 : 2025.02.24
  • 발행 : 2025.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Experimental results show that beam-column joints have a considerable effect on the seismic behavior of precast concrete buildings and the most damages are in this area. Local retrofitting precast concrete beam-column joints with self-centering friction dampers is an effective method for seismic strengthening in the exterior and interior beam-column joints. This study evaluated the seismic performance of retrofitted precast concrete beam-column joints using self-centering friction damper. For this goal, a nonlinear model is proposed to simulate the cycle behavior of the retrofitted joints models in OpenSees software framework that are calibrated by experimental specimens. Then, the efficiency of using self-centering friction damper on the seismic behavior of the precast building damaged during the Bojnord earthquake 13 May 2017 in Iran (MW 5.4), is investigated. The results show the capability of the self-centering friction damper in enhancing the energy dissipation, stiffness and strength of the precast concrete beam-column joints. Also, the incremental dynamic analysis (IDA) approach was used to determine the fragility curves of the retrofitted precast building. The results show that the haunches retrofitting method increases the mean acceleration values for all damage limit states remarkably.

키워드

참고문헌

  1. Adibi, M. and Talebkhah, R. (2022a), "Development of seismic fragility curves for the existing RC building with plain bars", Eur. J. Environ. Civil Eng., 26(10), 4709-4724. https://doi.org/10.1080/19648189.2020.1864667
  2. Adibi, M. and Talebkhah, R. (2022b), "Seismic performance assessment of the precast concrete buildings using FEMA P-695 methodology", Struct. Eng. Mech., Int. J., 82(1), 55-67. https://doi.org/10.12989/sem.2022.82.1.055
  3. Adibi, M. and Talebkhah, R. (2022c), "Seismic reliability of the non-code-conforming RC building due to vertical mass irregularity effect", J. Rehabil. Civil Eng., 10(4), 14-32. https://doi.org/10.22075/JRCE.2021.23630.1516
  4. Adibi, M., Marefat, M.S., Arani, K.K. and Zare, H. (2017), "External retrofit of beam-column joints in old fashioned RC structures", Earthq. Struct., Int. J., 12(2), 237-250. https://doi.org/10.12989/eas.2017.12.2.237
  5. Adibi, M., Talebkhah, R. and Yahyaabadi, A. (2019), "Simulation of cyclic response of precast concrete beam-column joints", Comput. Concrete, Int. J., 24(3), 223-236. https://doi.org/10.12989/cac.2019.24.3.223
  6. Adibi, M., Talebkhah, R. and Yahyaabadi, A. (2021a), "Nonlinear modeling of exterior beam-column joints in precast concrete buildings", J. Struct. Constr. Eng., 8(9), 117-133. https://doi.org/10.22065/JSCE.2020.184234.1854
  7. Adibi, M., Yahyaabadi, A. and Talebkhah, R. (2021b), "Seismic behavior assessment of RC precast frame damaged in Bojnord Earthquake 2017 considering soil-structure interaction effects", Amirkabir J. Civil Eng., 53(7), 19 p. https://doi.org/10.22060/ceej.2020.17608.6633
  8. Adibi, M., Talebkhah, R. and Ghatte, H.F. (2023), "Seismic reliability of precast concrete frame with masonry infill wall", Earthq. Struct., Int. J., 24(2), 141-153. https://doi.org/10.12989/eas.2023.24.2.141
  9. Akbar, J., Ahmad, N. and Alam, B. (2019), "Seismic Strengthening of Deficient Reinforced Concrete Frames Using Reinforced Concrete Haunch", ACI Struct. J., 116(1). https://doi.org/10.14359/51710874
  10. Antonopoulos, C.P. and Triantafillou, T.C. (2002), "Analysis of FRP-strengthened RC beam-column joints", J. Compos. Constr., 6(1), 41-51. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:1(41)
  11. Bagheri, H., Hashemi, A., Zarnani, P. and Quenneville, P. (2020), "The resilient slip friction joint tension-only brace beyond its ultimate level", J. Constr. Steel Res., 172, 106225. https://doi.org/10.1016/j.jcsr.2020.106225
  12. D'Ayala, D., Penford, A. and Valentini, S. (2003), "Use of FRP fabric for strengthening of reinforced concrete beam-column joints", Proceedings of the 10th International Conference on Structural Faults and Repair, London, UK.
  13. Darani, F.M., Zarnani, P., Veismoradi, S., Yousef-beik, S.M.M., Hashemi, A. and Quenneville, P. (2021), "Resilient slip friction joint performance: Component analysis, spring model and antilocking mechanism", Structures, 33(1), 3897-3911. https://doi.org/10.1016/j.istruc.2021.06.075
  14. Dong, Y.-R., Xu, Z.-D., Li, Q.-Q., Xu, Y.-S. and Chen, Z.-H. (2019)," Seismic behavior and damage evolution for retrofitted RC frames using haunch viscoelastic damping braces", Eng. Struct., 199, 109583. https://doi.org/10.1016/j.engstruct.2019.109583
  15. FEMA P695 (2009), Quantification of building seismic performance factors; Federal Emergency Management Agency, Washington, D.C., USA.
  16. HAZUS-MH MR5 (2005), Earthquake loss Estimation Methodology Model; Federal Emergency Management Agency, Washington, D.C., USA.
  17. Izanlu, F. and Yahyaabadi, A. (2019), "Determination of structural fragility curves of various building types for seismic vulnerability assessment in the Sarpol-e Zahab City", J. Seismol. Earthq. Eng., 20(3), 93-107.
  18. Kanchana Devi, A.K., Karusala, R., Tripathi, M. and Sasmal, S. (2018), "Novel non-invasive seismic upgradation strategies for gravity load designed exterior beam-column joints", Arch. Civil Mech. Eng., 18(2), 479-489. https://doi.org/10.1016/j.acme.2017.08.005
  19. Karayannis, C.G., Chalioris, C.E. and Sirkelis, G.M. (2008), "Local retrofit of exterior RC beam–column joints using thin RC jackets—An experimental study", Earthq. Eng. Struct. Dyn., 37(5), 727-746. https://doi.org/10.1002/eqe.783
  20. Kheyroddin, A., Emami, E. and Khalili, A. (2020), "RC beam–column connections retrofitted by steel prop: experimental and analytical studies", Int. J. Civil Eng., 18(5), 501-518. https://doi.org/10.1007/s40999-019-00481-8
  21. Li, B., Lam, E.S.-S., Cheng, Y.-K., Wu, B. and Wang, Y.-Y. (2015), "Strengthening of non-seismically designed beamcolumn joints by ferrocement jackets with chamfers", Earthq. Struct., Int. J., 8(5), 1017-1038. https://doi.org/10.12989/eas.2015.8.5.1017
  22. Maheri, M.R. and Torabi, A. (2019), "Retrofitting external RC beam-column joints of an ordinary MRF through plastic hinge relocation using FRP laminates",Structures, 22, 65-75. https://doi.org/10.1016/j.istruc.2019.08.004
  23. Mukherjee, A. and Joshi, M. (2005), "FRPC reinforced concrete beam-column joints under cyclic excitation", Compos. Struct., 70(2), 185-199. https://doi.org/10.1016/j.compstruct.2004.08.022
  24. Nguyen, X.-H. and Nguyen, H.C. (2016), "Seismic behavior of non-seismically designed reinforced concrete frame structure", Earthq. Struct., Int. J., 11(2), 281-295. https://doi.org/10.12989/eas.2016.11.2.281
  25. Nodehi, F. and Yahyaabadi, A. (2015), "Probabilistic seismic hazard analysis of Bojnord region by considering near-fault effects", Proceedings of the 6th International Conference on Earthquake and Structures, Kerman, Iran.
  26. Opensees (2016), Open system for earthquke engineering simulation; Pacific Earthquake Engineering Research Center, University of Califonia, Brekely CA, USA. http://opensees.berkeley.edu/
  27. Pampanin, S., Christopoulos, C. and Chen, T.H. (2006), "Development and validation of a metallic haunch seismic retrofit solution for existing under‐designed RC frame buildings", Earthq. Eng. Struct. Dyn., 35(14), 1739-1766. https://doi.org/10.1002/eqe.600
  28. Pimanmas, A. and Chaimahawan, P. (2010), "Shear strength of beam–column joint with enlarged joint area", Eng. Struct., 32(9), 2529-2545. https://doi.org/10.1016/j.engstruct.2010.04.021
  29. Röhm, C., Novák, B., Sasmal, S., Karusala, R. and Srinivas, V. (2012), "Behaviour of fibre reinforced beam-column subassemblages under reversed cyclic loading", Constr. Build. Mater., 36, 319-329. https://doi.org/10.1016/j.conbuildmat.2012.04.114
  30. Sakar, G., Hawileh, R., Naser, M., Abdalla, J. and Tanarslan, M. (2014), "Nonlinear behavior of shear deficient RC beams strengthened with near surface mounted glass fiber reinforcement under cyclic loading", Mater. Des., 61, 16-25. https://doi.org/10.1016/j.matdes.2014.04.064
  31. Shafaei, J., Hosseini, A. and Marefat, M.S. (2014), "Seismic retrofit of external RC beam–column joints by joint enlargement using prestressed steel angles", Eng. Struct., 81, 265-288. https://doi.org/10.1016/j.engstruct.2014.10.006
  32. Sharma, A., Reddy, G.R., Eligehausen, R., Genesio, G. and Pampanin, S. (2014), "Seismic Response of Reinforced Concrete Frames with Haunch Retrofit Solution", ACI Struct. J., 111(3), 673-684. https://doi.org/10.14359/51686625
  33. Talebkhah, R., Yahyaabadi, A.A. and Adibi, M. (2020), "Development of fragility curves for precast concrete frames comparing the methods of static pushover and incremental dynamic analysis", Sharif J. Civil Eng., 36.2(2.1), 129-140. https://doi.org/10.24200/J30.2019.51924.2436
  34. Tsonos, A.G. (2008), "Effectiveness of CFRP-jackets and RC jackets in post-earthquake and pre-earthquake retrofitting of beam–column subassemblages", Eng. Struct., 30(3), 777-793. https://doi.org/10.1016/j.engstruct.2007.05.008
  35. Tsonos, A.-D.G. (2010), "Performance enhancement of R/C building columns and beam–column joints through shotcrete jacketing", Eng. Struct., 32(3), 726-740. https://doi.org/10.1016/j.engstruct.2009.12.001
  36. Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141
  37. Veismoradi, S., Yousef-beik, S.M.M., Zarnani, P. and Quenneville, P. (2021a), "Development and parametric study of a new selfcentering rotational friction damper", Eng. Struct., 235, 112097. https://doi.org/10.1016/j.engstruct.2021.112097
  38. Veismoradi, S., Yousef-beik, S.M.M., Zarnani, P. and Quenneville, P. (2021b), "Seismic strengthening of deficient RC frames using self-centering friction haunches", Eng. Struct., 248, 113261. https://doi.org/10.1016/j.engstruct.2021.113261
  39. Wang, B., Zhu, S., Xu, Y.-L. and Jiang, H. (2018), "Seismic retrofitting of non-seismically designed RC beam-column joints using buckling-restrained haunches: design and analysis", J. Earthq. Eng., 22(7), 1188-1208. https://doi.org/10.1080/13632469.2016.1277441
  40. Yahyaabadi, A., Talebkhah, R. and Adibi, M. (2022), "Development of seismic fragility curves for precast concrete frames with cast-in-situ concrete shear-walls", Earthq. Eng. Eng. Vib., 21(1), 149-167. https://doi.org/10.1007/s11803-022-2078-3
  41. Youssef, M., Alam, M. and Nehdi, M. (2008), "Experimental investigation on the seismic behavior of beam-column joints reinforced with superelastic shape memory alloys", J. Earthq. Eng., 12(7), 1205-1222. https://doi.org/10.1080/13632460802003082
  42. Yu, Q.-S. K., Uang, C.-M. and Gross, J. (2000), "Seismic rehabilitation design of steel moment connection with welded haunch", J. Struct. Eng., 126(1), 69-78. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:1(69)
  43. Zhong, J., Shi, L. and Jeon, J.S. (2023), "Probabilistic Seismic drift-based capacity model of unbonded prestressed reinforced concrete columns: Prediction model and dispersion", Soil Dyn. Earthq. Eng., 174, 108211. https://doi.org/10.1016/j.soildyn.2023.108211
  44. Zhong, J., Zhu, Y. and Wang, H. (2024), "The analytical curvature distribution model of columns and mathematical solution for pushover analysis", Earthq. Eng. Struct. Dyn., 54(1), 182-205. https://doi.org/10.1002/eqe.4245