Experimental study on seismic behavior of RC beam-column joints retrofitted using prestressed steel strips |
Yang, Yong
(School of Civil Engineering, Xi'an University of Architecture & Technology)
Chen, Yang (School of Civil Engineering, Xi'an University of Architecture & Technology) Chen, Zhan (School of Civil Engineering, Xi'an University of Architecture & Technology) Wang, Niannian (School of Civil Engineering, Xi'an University of Architecture & Technology) Yu, Yunlong (School of Civil Engineering, Xi'an University of Architecture & Technology) |
1 | Wu, G., Wu, Z., Wei, Y., Jiang, J. and Cui, Y. (2014), "Flexural strengthening of RC beams using distributed prestressed high strength steel wire rope: theoretical analysis", Struct. Infrastr. Eng., 10(2), 160-174. DOI |
2 | Yang, Y. (2013), "Experimental study on reinforced concrete column retrofitted by prestressed steel strips", Ind. Constr., 43(2), 45-48. |
3 | Youssef, M.A. and Nehdi, M.S.A.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. DOI |
4 | Zhang, B., Yang, Y., Wei, Y.F., Liu, R.Y., Ding, C. and Zhang, K.Q. (2015), "Experimental study on seismic behavior of reinforced concrete column retrofitted with prestressed steel strips", Struct. Eng. Mech., 55(6), 1139-1155. DOI |
5 | Zhang, L., Ning, G., Li, J. and Yang, Y. (2016), "Experimental study of reinforced concrete columns strengthened by prestressed steel strips", Ind. Constr., 46(3), 155-159. |
6 | Chen, W.W., Yeh, Y.K., Hwang, S.J., Lu, C.H. and Chen, C.C. (2012), "Out-of-plane seismic behavior and CFRP retrofitting of RC frames infilled with brick walls", Eng. Struct., 34(1), 213-224. |
7 | Zgur Yurdakul, O . and Avsar, O. (2015), "Structural repairing of damaged reinforced concrete beam-column assemblies with CFRPs", Struct. Eng. Mech., 54(3), 521-543. DOI |
8 | Abdullah, A. and Bailey, C.G. (2018), "Punching behaviour of column-slab connection strengthened with non-prestressed or prestressed FRP plates", Eng. Struct., 160, 229-242. |
9 | Aiello, M.A. and Ombres, L. (2004), "Cracking and deformability analysis of reinforced concrete beams strengthened with externally bonded carbon fiber reinforced polymer sheets", J. Mater. Civil Eng., 16(5), 392-399. DOI |
10 | Alemdar, F. and Sezen, H. (2010), "Shear behavior of exterior reinforced concrete beam-column joints", Struct. Eng. Mech., 35(1), 123-126. DOI |
11 | Fardis, M.N. and Biskinis, D.E. (2003), "Performance-based engineering for earthquake resistant reinforced concrete structures: a volume Honoring Shunsuke Otani", Deformation Capacity of RC Members, as Controlled by Flexure or Shear, Eds. Kabeyasawa, T. and Shiohara, H., University of Tokyo, Tokyo. |
12 | CNR-DT (2004), Istruzioni per la Progettazione, l'Esecuzione ed il Controllo di Interventi di Consolidamenti di Intervento Statico mediante l'utilizzo di Compositi Fibrorinforzati, CNR-DT. 200/2004. |
13 | Colalillo, M.A. and Sheikh, S.A. (2012), "Seismic retrofit of shear-critical reinforced concrete beams using CFRP", Constr. Build. Mater., 32(7), 99-109. DOI |
14 | Dang, H.V., Lee, D. and Lee, K. (2017), "Single and multimaterial topology optimization of CFRP composites to retrofit beam-column connection", Comput. Concrete, 19(4), 405-411. DOI |
15 | Duan, H. and Hueste M.B.D. (2012), "Seismic performance of a reinforced concrete frame building in China", Eng. Struct., 41(3), 77-89. DOI |
16 | Elbahy, Y.I.E.I., Youssef, M.A.Y.A. and Nehdi, M.N. (2010), "Deflection of superelastic shape memory alloy reinforced concrete beam", Can. J. Civil. Eng., 37(6), 842-854. DOI |
17 | GB/T 50081-2010 (2010), Standard for Test Method of Mechanical Properties on Ordinary Concrete, China Planning Press, Beijing, China. |
18 | Guo, H.R. (2011), "The reliability of enlarging the cross-section in reinforcing the frame construction buildings", Adv. Mater. Res., 189-193, 4365-4369. |
19 | Hawileh, R.A., Rasheed, H.A., Abdalla, J.A. and Al-Tamimi, A.K. (2014), "Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems", Mater. Des., 53(1), 972-982. DOI |
20 | Han, C., Li, Q., Wang, X., Jiang, W. and Li, W. (2016), "Research on rotation capacity of the new precast concrete assemble beamcolumn joints", Steel Compos. Struct., 22(3), 613-625. DOI |
21 | Karayannis, C.G., Chalioris, C.E. and Sideris, K.K. (1998), "Effectiveness of RC beam-column connection repair using epoxy resin injections", J. Earthq. Eng., 2(2), 217-240. DOI |
22 | Huang, J., Zhu, C., Gong, Z. and Zhang, F. (2012), "Experimental study on seismic behavior of earthquake-damaged RC frame strengthened by enlarging cross-section", Chin. Civil Eng. J., 45(12), 9-17. |
23 | Huang, Q., Guo, Z., Cui, J., Yang, L. and University, H. (2015), "Experimental study on seismic behavior of RC frame joints strengthened with prestressed steel wire rope", Chin. Civil Eng. J., 48(6), 1-8. |
24 | Karayannis, C.G. and Sirkelis, G.M. (2010), "Strengthening and rehabilitation of RC beam-column joints using carbon-FRP jacketing and epoxy resin injection", Earthq. Eng. Struct. Dyn., 37(5), 769-790. DOI |
25 | 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. DOI |
26 | Khalili, A., Kheyroddin, A., Emamee, E. and Sharbatdar, M.K. (2016), "An innovative experimental method to upgrade performance of external weak RC joints using fused steel prop plus sheets", Steel Compos. Struct., 21(2), 443-460. DOI |
27 | Liu, Y., Guo, L., Yang, Y., Tian, J. and Zhou, T. (2015), "Experimental study of shear performance of reinforced concrete beams retrofitted by prestressed steel strips", Ind. Constr., 45(3), 16-18+34. |
28 | Lee, J. and Lopez, M.M. (2016), "Characterization of FRP Uwrap anchors for externally bonded FRP-reinforced concrete elements: an experimental study", J. Compos. Constr., 20(4), 04016012. DOI |
29 | Li, B., Lam, S.S., Wu, B. and Wang, Y.Y. (2015), "Seismic behavior of reinforced concrete exterior beam-column joints strengthened by ferrocement composites", Earthq. Struct., 9(1), 233-256. DOI |
30 | Liu, Y., Gao, Z., Lu, J., Yang, Y., Xue, J. and Sui, Y. (2013), "Experimental study on mechanical properties of reinforced concrete beams and columns confined by prestressing steel strip", J. Build Struct., 34(10), 120-127. |
31 | Ma, C., Wang, D. and Wang, Z. (2017), "Seismic retrofitting of full-scale RC interior beam-column-slab subassemblies with CFRP wraps", Compos. Struct., 159, 397-409. DOI |
32 | Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. DOI |
33 | Mazaheripour, H., Barros, J.A.O., Soltanzadeh, F. and Sena-Cruz, J. (2016), "Deflection and cracking behavior of SFRSCC beams reinforced with hybrid prestressed GFRP and steel reinforcements", Eng. Struct., 125, 546-565. |
34 | Men, J., Zhang, Y., Guo, Z. and Shi, Q. (2015), "Experimental research on seismic behavior of a composite RCS frame", Steel Compos. Struct., 18(4), 971-983. DOI |
35 | Park, Y.J. and Ang, H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739. DOI |
36 | Rezaee Azariani, H., Esfahani, M.R. and Shariatmadar, H. (2018), "Behavior of exterior concrete beam-column joints reinforced with Shape Memory Alloy (SMA) bars", Steel Compos. Struct., 28(1), 83-98. DOI |
37 | Tsonos, A.D.G. (2010), "Performance enhancement of R/C building columns and beam-column joints through shotcrete jacketing", Steel Constr., 32(3), 726-740. |
38 | Shan, C. (2012), "Calculation method of bending crack width in RC beams strengthened by bonding steel plate", J. Southwest Jiaotong Univ., 45(4), 508-513. DOI |
39 | Shayanfar, J. and Bengar, H.A. (2018), "A practical model for simulating nonlinear behaviour of FRP strengthened RC beamcolumn joints", Steel Compos. Struct., 28(1), 49-74. |
40 | Thomsen, H.H. (2004), "Failure mode analysis of reinforced concrete beams strengthened in flexure with externally bonded fiber reinforced polymers", J. Compos. Constr., 8(2), 123-131. DOI |
41 | Tsonos, A.G. (2007), "Cyclic load behavior of reinforced concrete beam-column subassemblages of modern structures", ACI Struct. J., 104(4), 468-478. |
42 | Tsonos, A.G. (2008), "Effectiveness of CFRP-jackets and RCjackets in post-earthquake and pre-earthquake retrofitting of beam-column subassemblages", Eng. Struct., 30(3), 777-793. DOI |
43 | Wang, H., Yang, Y., Wang, A. and Liu, Y. (2015), "Experimental study of shear resistance of after-fire reinforced concrete tshaped beam retrofitted with prestressed steel strips", Ind. Constr., 45(3), 22-28. |
44 | Wang, N., Ellingwood, B.R. and Zureick, A.H. (2010), "Reliability-based evaluation of flexural members strengthened with externally bonded fiber-reinforced polymer composites", J. Struct. Eng., 136(9), 1151-1160. DOI |
45 | Wu, G., Jiang, J.B., Wu, Z.S., Tian, Y. and Zhang, M. (2010), "Experimental study of RC beams strengthened with distributed prestressed high-strength steel wire rope", Mag. Concrete Res., 62(4), 253-265. DOI |