DOI QR코드

DOI QR Code

Experimental research on seismic behavior of a composite RCS frame

  • Men, Jinjie (College of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Zhang, Yarong (College of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Guo, Zhifeng (College of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Shi, Qingxuan (College of Civil Engineering, Xi'an University of Architecture & Technology)
  • Received : 2014.06.11
  • Accepted : 2014.10.10
  • Published : 2015.04.25

Abstract

To promote greater acceptance and use of composite RCS systems, a two-bay two-story frame specimen with improved composite RCS joint details was tested in the laboratory under reversed cyclic loading. The test revealed superior seismic performance with stable load versus story drift response and excellent deformation capacity for an inter-story drift ratio up to 1/25. It was found that the failure process of the frame meets the strong-column weak-beam criterion. Furthermore, cracking inter-story drift ratio and ultimate inter-story drift ratio both satisfy the limitation prescribed by the design code. Additionally, inter-story drift ratios at yielding and peak load stage provide reference data for Performance-Based Seismic Design (PBSD) approaches for composite RCS frames. An advantage over conventional reinforced concrete and steel moment frame systems is that the displacement ductility coefficient of the RCS frame system is much larger. To conclude, the test results prove that composite RCS frame systems perform satisfactorily under simulated earthquake action, which further validates the reliability of this innovative system. Based on the test result, some suggestions are presented for the design of composite RCS frame systems.

Keywords

References

  1. ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete (1994), Guidelines for design of joints between steel beams and reinforced concrete columns, J. Struct. Eng., ASCE, 120(8), 2330-2357. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:8(2330)
  2. Bahman, F.A., Hosein, G. and Nima, T. (2013), "Seismic performance of composite RCS special moment frames", KSCE J. Civil Eng., 17(2), 450-457. https://doi.org/10.1007/s12205-013-1431-5
  3. Chen, C.H., Cordova, P., Lai, W.C., Deierlein, G.G. and Tsai, K.C. (2004), "Pseudo-dynamic test of full-scale RCS frame. I: Design, construction and testing", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, August.
  4. Chou, C.C. and Chen, J.H. (2010), "Tests and analyses of a full-scale post-tensioned RCS frame subassembly", J. Construct. Steel Res., 66(11), 1354-1365. https://doi.org/10.1016/j.jcsr.2010.04.013
  5. Chou, C.C. and Wu, C.C. (2007), "Performance evaluation of steel reduced flange plate moment connections", Earthq. Eng. Struct. Dyn., 36(14), 2083-2097. https://doi.org/10.1002/eqe.714
  6. Chou, C.C., Wang, C.Y. and Chen, J.H. (2008), "Seismic design and behavior of post-tensioned connections including effects of a composite slab", Eng. Struct., 30(11), 3014-3023. https://doi.org/10.1016/j.engstruct.2008.04.013
  7. Cordova, P., Lai, W.C., Chen, C.H. and Tsai, K.C. (2004), "Pseudo-dynamic test of full-scale RCS frame. II: analyses and design implication", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, August.
  8. Fargier-Gabaldon, L.B. and Parra-Montesinos, G.J. (2006), "Behavior of reinforced concrete column-steel beam roof level T-connections under displacement reversals", J. Struct. Eng., ASCE, 132(7), 1041-1051. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:7(1041)
  9. Guo, Z.X., Zhu, Q.Y. and Liu, Y. (2012), "Experimental study on seismic behaviors of a new type of prefabricated RCS frame connections", J. Build. Struct., 33(7), 98-105. [In Chinese]
  10. Griffis, L.G. (1986), "Some design considerations for composite-frame structures", Eng. J., AISC Second Quarter, 59-64.
  11. Liang, X.M. and Parra-Moniesinos, G.J. (2004), "Seismic behavior of reinforced concrete column-steel beam subassemblies and frame systems", J. Struct. Eng., ASCE, 130(2), 310-319. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(310)
  12. Men, J.J. and Shi, Q.X. (2013), "ISCS method for the performance-based seismic design of vertically irregular RC frame structures", Struct. Des. Tall Special Build., 22(11), 887-902. https://doi.org/10.1002/tal.759
  13. Men, J.J., Guo, Z.F. and Shi, Q.X. (2012), "Research on behavior of composite joints consisting of concrete and steel", Appl. Mech. Mater., 166-169, 815-818. https://doi.org/10.4028/www.scientific.net/AMM.166-169.815
  14. Michael, N.B., Joseph, M.B. and Walter, P.M.J. (2000), "Seismic behavior of composite RCS frame systems", J. Struct. Eng., ASCE, 126(4), 429-436. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:4(429)
  15. MOHURD (China Ministry of Housing and Urban-Rural Development) (2011), Code for Seismic Design of Buildings (GB 50011-2010); China Architecture & Building Press, Beijing, China. [In Chinese]
  16. Nozomu, B. and Yasushi, N. (2000), "Seismic behavior of RC column-s beam moment frames", Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, January-February.
  17. Parra-Montesions, G.J. and Weight, J.K. (2000), "Seismic response of exterior RC columns-to-steel beam connections", J. Struct. Eng., ASCE, 126(10), 1113-1121. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1113)
  18. SEOAC (Structural Engineering Association of California) (1995), Vision 2000: Performance based seismic engineering of buildings, California Office of Emergency Services; Vision 2000 Committee, CA, USA.
  19. Sheikh, T.M., Deierlein, G.G., Yura, J.A. and Jirsa, J.O. (1989), "Beam-column moment connections for composite frames: Part 1", J. Struct. Eng., ASCE, 115(11), 2858-2876. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:11(2858)
  20. Wijesundara, K.K., Nascimbene, R. and Sullivan, T.J. (2011), "Equivalent viscous damping for steel concentrically braced frame structures", Bull Earthq. Eng., 9(5), 1535-1558. https://doi.org/10.1007/s10518-011-9272-4

Cited by

  1. Moment-connection between continuous steel beams and reinforced concrete column under cyclic loading vol.118, 2016, https://doi.org/10.1016/j.jcsr.2015.11.002
  2. Analysis of seismic behavior of composite frame structures vol.20, pp.3, 2016, https://doi.org/10.12989/scs.2016.20.3.719
  3. Comparison of Hoek-Brown and Mohr-Coulomb failure criterion for deep open coal mine slope stability vol.60, pp.5, 2016, https://doi.org/10.12989/sem.2016.60.5.809
  4. Seismic performance of RCS beam-column joints using fiber reinforced concrete vol.18, pp.5, 2015, https://doi.org/10.12989/eas.2020.18.5.599
  5. Experimental study and numerical analysis on seismic behavior of composite RCS frames vol.21, pp.5, 2015, https://doi.org/10.1002/suco.201900068