DOI QR코드

DOI QR Code

Energy-based damage-control design of steel frames with steel slit walls

  • Ke, Ke (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Chen, Yiyi (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
  • Received : 2013.08.19
  • Accepted : 2014.07.26
  • Published : 2014.12.25

Abstract

The objective of this research is to develop a practical design and assessment approach of steel frames with steel slit walls (SSWs) that focuses on the damage-control behavior to enhance the structural resilience. The yielding sequence of SSWs and frame components is found to be a critical issue for the damage-control behavior and the design of systems. The design concept is validated by the full-scale experiments presented in this paper. Based on a modified energy-balance model, a procedure for designing and assessing the system motivated by the framework regarding the equilibrium of the energy demand and the energy capacity is proposed. The damage-control spectra constructed by strength reduction factors calculated from single-degree-of-freedom systems considering the post stiffness are addressed. A quantitative damage-control index to evaluate the system is also derived. The applicability of the proposed approach is validated by the evaluation of example structures with nonlinear dynamic analyses. The observations regarding the structural response and the prediction during selected ground motions demonstrate that the proposed approach can be applied to damage-control design and assessment of systems with satisfactory accuracy.

Keywords

Acknowledgement

Supported by : National Science Foundation of China

References

  1. Bruneau, M. and Reinhorn, A. (2006), "Overview of the resilience concept", Proceedings of the 8th US National Conference on Earthquake Engineering, San Francisco, California, USA, April.
  2. Choi, I.R. and Park, H.G. (2008), "Ductility and energy dissipation capacity of shear-dominated steel plate walls", J. Struct. Eng., 134(9), 1495-1507 https://doi.org/10.1061/(ASCE)0733-9445(2008)134:9(1495)
  3. Choi, H. and Kim, J. (2009), "Evaluation of seismic energy demand and its application on design of buckling-restrained braced frames", Struct. Eng. Mech., 31(1), 93-112. https://doi.org/10.12989/sem.2009.31.1.093
  4. Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. Dyn., 31(3), 561-582. https://doi.org/10.1002/eqe.144
  5. Chou, C.C. and Uang, C.M. (2003), "A procedure for evaluating seismic energy demand of framed structures", Earthq. Eng. Struct. Dyn., 32(2), 229-244. https://doi.org/10.1002/eqe.221
  6. Connor, J.J., Wada, A., Iwata, M. and Huang, Y.H. (1997), "Damage-controlled structures .1. Preliminary design methodology for seismically active regions", J. Struct. Eng., 123(4), 423-431. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:4(423)
  7. Cortes, G. and Liu, J. (2011a), "Analysis and design of steel slit panel frames (SSPFs) for seismic areas", Eng. J., AISC, 48(1), 1-17.
  8. Cortes, G. and Liu, J. (2011b), "Experimental evaluation of steel slit panel-frames for seismic resistance", J. Constr. Steel. Res., 67(2), 181-191. https://doi.org/10.1016/j.jcsr.2010.08.002
  9. Fajfar, P. (2000), "A nonlinear analysis method for performance-based seismic design", Earthq. Spectra., 16(3), 573-592. https://doi.org/10.1193/1.1586128
  10. Gupta, A. and Krawinkler, H. (1999), "Seismic demands for performance evaluation of steel moment resisting frame structure", Research Report No. 132, John A, Blume Earthquake Engineering Center, Stanford University, Stanford, California.
  11. GB50011, C.S. (2010), Code for seismic design of buildings, Beijing.
  12. Housner, G.W. (1956), "Limit design of structures to resist earthquakes", Proceedings of the First World Conference on Earthquake Engineering, Berkeley, California, June.
  13. Harris, J.L. (2006), "A direct displacement-based design of low-rise seismic resistant steel moment frames", Ph.D. Dissertation, University of California, San Diego.
  14. Hitaka, T. and Matsui, C. (2003), "Experimental study on steel shear wall with slits", J. Struct. Eng., 129(5), 586-595. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:5(586)
  15. Hitaka, T. and Matsui, C. (2006), "Seismic performance of steel shear wall with slits integrated with multi story composite moment frame", Stessa 2006, Yokohama, Japan, August.
  16. Hitaka, T., Matsui, C. and Sakai, J. (2007), "Cyclic tests on steel and concrete-filled tube frames with slit walls", Earthq. Eng. Struct. Dyn., 36(6), 707-727. https://doi.org/10.1002/eqe.648
  17. Jiang, Y., Li, G. and Yang, D. (2010), "A modified approach of energy balance concept based multimode pushover analysis to estimate seismic demands for buildings", Eng. Struct., 32(5), 1272-1283. https://doi.org/10.1016/j.engstruct.2010.01.003
  18. Kalkan, E. and Chopra, A.K. (2011), "Modal-pushover-based ground-motion scaling procedure", J. Struct. Eng., 137(3), 298-310. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000308
  19. Krawinkler, H. and Seneviratna, G.D.P.K. (1998), "Pros and cons of a pushover analysis of seismic performance evaluation", Eng. Struct., 20(4), 452-464. https://doi.org/10.1016/S0141-0296(97)00092-8
  20. Lee, S.S. and Goel, S.C. (2001), "Performance-based design of steel moment frames using a target drift and yield mechanism", Research Report No. UMCEE 01-17, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Michigan.
  21. Leelataviwat, S., Goel, S.C. and Stojadinovic, B. (2002), "Energy-baased seismic design of structures using yield mechanism and target drift", J. Struct. Eng., 128(8), 1046-1054. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:8(1046)
  22. Leelataviwat, S., Saewon, W. and Goel, S.C. (2009), "Application of energy balance concept in seismic evaluation of structures", J. Struct. Eng., 135(2), 113-121. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:2(113)
  23. Mansour, N., Christopoulos, C. and Tremblay, R. (2011), "Experimental validation of replaceable shear links for eccentrically braced steel frames", J. Struct. Eng., 137(10), 1141-1152. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000350
  24. Nakashima, M., Saburi, K. and Tsuji, B. (1996), "Energy input and dissipation behaviour of structures with hysteretic dampers", Earthq. Eng. Struct. Dyn., 25(5), 483-496. https://doi.org/10.1002/(SICI)1096-9845(199605)25:5<483::AID-EQE564>3.0.CO;2-K
  25. Newmark, N.M. and Hall, W.J. (1982), Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, California.
  26. Pampanin, S. (2012), "Reality-check and renewed challenges in earthquake engineering: implementing lowdamage structural Systems-from theory to practice", Proceedings of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September.
  27. Shen, Y.L., Christopoulos, C., Mansour, N. and Tremblay, R. (2011), "Seismic design and performance of steel moment-resisting frames with nonlinear replaceable links", J. Struct. Eng., 137(10), 1107-1117. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000359
  28. Taner Ucar, O.M. and Duzgun, M. (2012), "A study on determination of target displacement of RC frames using PSV spectrum and energy-balance concept", Struct. Eng. Mech., 41(6), 759-773. https://doi.org/10.12989/sem.2012.41.6.759
  29. Wada, A., Connor, J.J., Kawai, H., Iwata, M. and Watanabe, A. (1992), "Damage tolerant structure", 5th US-Japan Workshop on the Improvement of Building Structural Design and Construction Practice, San Diego, California, USA, September.

Cited by

  1. Seismic energy factor of self-centering systems subjected to near-fault earthquake ground motions vol.84, 2016, https://doi.org/10.1016/j.soildyn.2016.02.011
  2. Energy-factor-based damage-control evaluation of steel MRF systems with fuses vol.22, pp.3, 2016, https://doi.org/10.12989/scs.2016.22.3.589
  3. Damage-control evaluation of high-strength steel frames with energy dissipation bays vol.170, pp.9, 2017, https://doi.org/10.1680/jstbu.16.00098
  4. Seismic behavior of steel frames with replaceable reinforced concrete wall panels vol.22, pp.5, 2014, https://doi.org/10.12989/scs.2016.22.5.1055
  5. Influence of neck width on the performance of ADAS device with diamond-shaped hole plates vol.74, pp.1, 2020, https://doi.org/10.12989/sem.2020.74.1.019
  6. Study of a new type of steel slit shear wall with introduced out-of-plane folding vol.75, pp.2, 2014, https://doi.org/10.12989/sem.2020.75.2.229