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Seismic behavior of non-seismically designed reinforced concrete frame structure

  • Nguyen, Xuan-Huy (Department of Civil Engineering, University of Transport and Communications) ;
  • Nguyen, Huy Cuong (Department of Civil Engineering, University of Transport and Communications)
  • Received : 2015.11.08
  • Accepted : 2016.07.20
  • Published : 2016.08.25

Abstract

This paper presents a study on a non-seismically designed reinforced concrete (RC) frame structure. The structure was a existing three-story office building constructed according to the 1990s practice in Vietnam. The 1/3 scaled down versions of structure was tested on a shake table to investigate the seismic performance of this type of construction. It was found that the inter-story drift and the overall behavior of structure meet the requirements of the actual seismic design codes. Then, nonlinear time history analyses are carried out using the fiber beam- column elements. The comparison between the experimental and simulation results shows the performance of the time history analysis models.

Keywords

References

  1. Bo, L., Eddie, L., Yuk-kit, C., Bo, W. and Ya-yong, W. (2015), "Strengthening of non-seismically designed beam-column joints by ferrocement jackets with chamfers", Earthq. Struct., 8(5), 1017-1038. https://doi.org/10.12989/eas.2015.8.5.1017
  2. Ile, N., Nguyen, X.H., Mazars, J., Kotronis, P. and Reynouard, J.M. (2008), "Shaking table tests of lightly RC walls: numerical simulation", J. Earthq. Eng., 12(6), 849-878. https://doi.org/10.1080/13632460801890430
  3. Itthi, T., Andy, H. and Anuphao, A. (2011), "Co-Seismic displacement of 24 March 2011MW=6.8 Mong Hpayak earthquake, Myanmar", Proceding 'Fringe 2011Workshop', Frascati, Italy.
  4. Kent, D.C. and Park, R. (1971), "Flexural members with confined concrete", J. Struct. Div., 97(7), 1969-1990.
  5. Kostic, S. and Filippou, F. (2012), "Section discretization of fiber beam-column elements for cyclic inelastic response", J. Struct. Eng., 138(5), 592-601. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000501
  6. Martinelli, L., Martinelli, P. and Mulas, G. (2013), "Performance of fiber beam-column elements in the seismic analysis of a lightly reinforced shear wall", Eng. Struct., 49, 345-359. https://doi.org/10.1016/j.engstruct.2012.11.010
  7. Menegotto, M. and Pinto, P.E. (1973), "Method of anaysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending", Proceeding of the IABSE Symp. of Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, International Association of Bridge and Structural Engineering, Libson, Portugal.
  8. Ngo, T.D., Nguyen, M.D. and Nguyen, D.B. (2008), "A review of the current Vietnamese earthquake design code", Electro. J. Struct. Eng., 8(2) 32-41.
  9. Nguyen, X.H. (2014), "Performance of multifiber beam element for seismic analysis of reinforced concrete structures", Int. J. Struct. Stab. Dyn., 14(6), 1450013. https://doi.org/10.1142/S0219455414500138
  10. Nguyen, X.H. and Nguyen, H.C. (2013), "Seismic behaviour of reinforced concrete frame structures", Proceedings of The national scientific conference on Mechanical Deformation of Solid, Ho Chi Minh city, Vietnam.
  11. Opensees web site: opensees.berkeley.edu.
  12. Petersen, M., Harmsen, S., Mueller, C., Haller, K., Dewey, J., Nicolas, L. and Crone, A. (2007), "Documentation for the Southeast Asia seismic hazard maps", USGS Administrative Report, p.28.
  13. Su, R.K.L (2008), "Seismic behaviour of buildings with transfer structures in low-to-moderate sesimicity regions", Electro. J. Struct. Eng., 8(2), 99-109.
  14. Tastani, S.P. and Pantazopoulou, S.J. (2013), "Yield penetration in seismically loaded anchorages: effects on member deformation capacity", Earthq. Struct., 5(5), 527-552. https://doi.org/10.12989/eas.2013.5.5.527
  15. TCVN 5574-91 (1991), "Vietnamese standard plain and reinforced concrete-code of practice", Ministry of Construction. (in Vietnamese)
  16. TCVN 9386-1: 2012 (2012), Vietnamese seismic design standard, Vietnamese Building Standard. (in Vietnamese)
  17. TCXD 198:1997 (1997), Design of multi-story monolithic reinforced concrete buildings, Vietnamese Building Standard. (in Vietnamese)
  18. TCXDVN 375:2006 (2006), Vietnamese seismic design standard, Vietnamese Building Standard. (in Vietnamese)
  19. Wen, Yanga, Jie, Liua, Jia, Chenga, Xuemei, Zhanga and Haixia, Shi (2015), "The impact of the 24 March 2011 Myanmar earthquake (MS 7.2) on seismic structure of the Yunnan region", Tectonophys., 649(9), 165-175. https://doi.org/10.1016/j.tecto.2015.03.002

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