Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Seismic response of steel braced frames equipped with shape memory alloy-based hybrid devices

  • Salari, Neda (Faculty of Civil Engineering, K. N. Toosi University of Technology) ;
  • Asgarian, Behrouz (Faculty of Civil Engineering, K. N. Toosi University of Technology)
  • Received : 2014.05.15
  • Accepted : 2015.01.14
  • Published : 2015.03.10
⟨ Previous Next ⟩

Abstract

This paper highlights the role of innovative vibration control system based on two promising properties in a parallel configuration. Hybrid device consists of two main components; recentering wires of shape memory alloy (SMA) and steel pipe section as an energy dissipater element. This approach concentrates damage in the steel pipe and prevents the main structural members from yielding. By regulation of the main adjustable design parameter, an optimum performance of the device is obtained. The effectiveness of the device in passive control of structures is evaluated through nonlinear time history analyses of a five-story steel frame with and without the hybrid device. Comparing the results proves that the hybrid device has a considerable potential to mitigate the residual drift ratio, peak absolute acceleration and peak interstory drift of the structure.

Keywords

Acknowledgement

Supported by : Iranian National Science Foundation (INSF)

References

  1. ABAQUS Version 6.5, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, RI.
  2. AISC (2005), American Institute of Steel Construction, Seismic provisions for structural steel buildings, Chicago.
  3. Asgarian, B. and Moradi, S. (2011), "Seismic response of steel braced frames with shape memory alloy braces", J. Constr. Steel Res., 67, 65-74. https://doi.org/10.1016/j.jcsr.2010.06.006
  4. Asgarian, B. and Shokrgozar, H. D. (2009), "BRBF response modification factor", J. Constr. Steel Res., 65(2), 290-298. https://doi.org/10.1016/j.jcsr.2008.08.002
  5. Asgarian, B. and Amirhesari, N, (2008), "A comparison of dynamic nonlinear behavior of ordinary and buckling restrained braced frames subjected to strong ground motion", Struct. Des. Tall Special Build., 17(2), 367-386. https://doi.org/10.1002/tal.358
  6. Constantinou, M.C., Soong, T.T. and Dargush, G.F. (1998), "Passive energy dissipation systems for structural design and retrofit", Research Foundation of the State University of New York and Multidisciplinary Center for Earthquake Engineering Research, Buffalo NY.
  7. DesRoches, R., McCormick, J. and Delemont, M. (2004), "Cyclic properties of superelastic shape memory alloy wires and bars", J. Struct. Eng., ASCE, 130, 38-46. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:1(38)
  8. Dolce, M., Cardone, D. and Marnetto, R. (2000), "Implementation and testing of passive control devices based on shape-memory alloys", Earthq. Eng. Struct. Dyn., 29, 945-968. https://doi.org/10.1002/1096-9845(200007)29:7<945::AID-EQE958>3.0.CO;2-#
  9. Dolce, M. and Cardone, D. (2001), "Mechanical behavior of shape memory alloys for seismic applications. 2: austenite NiTi wires subjected to tension", Int. J. Mech. Sci., 43, 2657-2677. https://doi.org/10.1016/S0020-7403(01)00050-9
  10. Dolce, M. and Cardone, D. (2006), "Theoretical and experimental studies for the application of shape memory alloys in civil engineering", J. Eng. Mater. Technol., ASME, 128(3), 302-311. https://doi.org/10.1115/1.2203106
  11. Duerig, T.W., Melton, K.N., Stoeckel, D. and Wayman, C.M. (1990), Engineering Aspects of Shape Memory Alloys, Butterworth-Heinemann Ltd, London.
  12. Fahnestock, L.A., Sause, R. and Ricles, J.M. (2003), "Analytical and experimental studies on buckling restraint braced composite frames", Proceedings of the Internatial Workshop on Steel and Concrete Composite Construction (IWSCCC), NCREE, Taipei, Taiwan.
  13. Iranian Code of Practice for Seismic Resistance Design of Buildings (2005), Standard No. 2800, 3rd Edition, Building and Housing Research Center.
  14. Iranian National Building Code for Structural Design (2006), Part 10, Ministry of Housing and Urban Development, Tehran, Iran.
  15. Jalaeefar, A. and Asgarian, B. (2012), "A simple hybrid damping device with energy dissipating and recentering characteristics for special structures", Struct. Des. Tall Spec. Build., 23, 483-499.
  16. Janke, L., Czaderski, C., Motavalli, M. and Ruth, J. (2005), "Applications of shape memory alloys in civil engineering structures-overview, limits and new ideas", Mater. Struct., 38(5), 578-592. https://doi.org/10.1007/BF02479550
  17. Karavasilis, T.L., Blakeborough, T. and Williams, M.S. (2011), "Development of nonlinear analytical model and seismic analyses of a steel frame with self-centering devices and viscoelastic dampers", Comput. Struct., 89, 1232-1240. https://doi.org/10.1016/j.compstruc.2010.08.013
  18. Karavasilis, T.L., Kerawala, S. and Hale, E. (2012), "Hysteretic model for steel energy dissipation devices and evaluation of a minimal-damage seismic design approach for steel buildings", J. Constr. Steel Res., 70, 358-367. https://doi.org/10.1016/j.jcsr.2011.10.010
  19. Maleki, S. and Bagheri, S. (2010), "Pipe damper, Part Ι: experimental and analytical study", J. Constr. Steel Res., 66, 1088-1095. https://doi.org/10.1016/j.jcsr.2010.03.010
  20. Marshall, J. and Charney, F. (2010), "A hybrid passive control device for steel structures, I: development and analysis", J. Constr. Steel Res., 66, 1278-1286. https://doi.org/10.1016/j.jcsr.2010.04.005
  21. Miyazaki, S., Imai, T., Igo, Y. and Otsuka, K. (1986), "Effect of cyclic deformation on the pseudoelasticity characteristics of Ni-Ti alloys", Acta Metall., 17, 115-120.
  22. Motahari, S.A., Ghassemieh, M. and Abolmaali, S.A. (2007), "Implementation of shape memory alloy dampers for passive control of structures subjected to seismic excitations", J. Constr. Steel Res., 63, 1570-1579. https://doi.org/10.1016/j.jcsr.2007.02.001
  23. Ozbulut, O.E. and Hurlebaus, S. (2011), "Re-centering variable friction device for vibration control of structures subjected to near-field earthquakes", Mech. Syst. Sig. Proc., 25, 2849-2862. https://doi.org/10.1016/j.ymssp.2011.04.017
  24. Sabelli, R., Mahin, S. and Chang, C. (2003), "Seismic demands on steel braced frame buildings with buckling restrained braces", Eng. Struct., 25(5), 655-666. https://doi.org/10.1016/S0141-0296(02)00175-X
  25. Sabol, T.A. (2004), "An assessment of seismic design practice of steel structures in the United States since the Northridge earthquake", Struct. Des. Tall Spec. Build., 13(5), 409-423. https://doi.org/10.1002/tal.282
  26. Song, G., Ma, N. and Li, H.N. (2006), "Application of shape memory alloys in civil structures", Eng. Struct., 28(9), 1266-1274. https://doi.org/10.1016/j.engstruct.2005.12.010
  27. Tagawa, H. and Gao, J. (2012), "Evaluation of vibration control system with U-dampers based on quasilinear motion mechanism", J. Constr. Steel Res., 70, 213-225. https://doi.org/10.1016/j.jcsr.2011.09.004
  28. Tremblay, R., Archambault, M.H. and Filiatrault, A. (2003), "Seismic performance of concentrically braced steel frames made with rectangular hollow bracing members", J. Struct. Eng., 129(12), 1626-1636. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1626)
  29. Tremblay, R. and Poncet, L. (2004), "Improving the seismic stability of concentrically braced steel frames", Proceedings of the 2004 SSRC Annual Technical Session and Meeting, Long Beach, Calif.
  30. Uang, C.M. and Kiggins, S. (2003), "Reducing residual drift of buckling-restrained braced frames", Proceedings of the International Workshop on steel and Concrete Composite Construction, National Center for Research on Earthquake Engineering, National Taiwan Univ, Taiwan. Paper No. 18.
  31. Uriz, P. and Mahin, S. (2004), "Seismic performance assessment of concentrically braced steel frames", Proceedings of the 13th World Conf on Earthquake Engineering, Canadian Association for Earthquake Engineering (CAEE), Vancouver, Canada, August, Paper No. 1639.
  32. Van Humbeeck, J. (1991), "Cycling effects, fatigue and degradation of shape memory alloys", J. Phys., 4, 189-197.
  33. Wada, A. (2010), "Seismic design for resilient society", Proceedings of the 7th International Conference on Urban Earthquake Engineering and 5th International Conference on Earthquake Engineering, Tokyo, March.
  34. Watanabe, A., Hitomi, Y., Saeki, E., Wada, A. and Fujimoto, M. (1988), "Properties of brace encased in buckling-restraining concrete and steel tube", Proceedings of the 9th World Conference on Earthquake Engineering, International Association for Earthquake Engineering (IAEE), Tokyo-Kyoto, Japan, August.
  35. Yang, W., DesRoches, R. and Leon, R.T. (2010), "Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices", Eng. Struct., 32, 498-507. https://doi.org/10.1016/j.engstruct.2009.10.011

Cited by

  1. Modeling and control of a flexible continuum module actuated by embedded shape memory alloys vol.18, pp.4, 2016, https://doi.org/10.12989/sss.2016.18.4.663
  2. Application of Intelligent Passive Devices Based on Shape Memory Alloys in Seismic Control of Structures vol.5, 2016, https://doi.org/10.1016/j.istruc.2015.10.013
  3. Cable-pulley brace to improve story drift distribution of MRFs with large openings vol.21, pp.4, 2016, https://doi.org/10.12989/scs.2016.21.4.863
  4. Comparative seismic fragility estimates of steel moment frame buildings with or without superelastic viscous dampers pp.1530-8138, 2018, https://doi.org/10.1177/1045389X18798936
  5. Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy–based hybrid damper pp.2048-4011, 2018, https://doi.org/10.1177/1369433218773487
  6. Nonlinear spectral design analysis of a structure for hybrid self-centring device enabled structures vol.61, pp.6, 2017, https://doi.org/10.12989/sem.2017.61.6.701
  7. Seismic behavior of steel column-base-connection equipped by NiTi shape memory alloy vol.64, pp.1, 2015, https://doi.org/10.12989/sem.2017.64.1.109
  8. Experimental study on component performance in steel plate shear wall with self-centering braces vol.37, pp.3, 2020, https://doi.org/10.12989/scs.2020.37.3.341
  9. A review: The structures of vibration control devices of Zn and Fe based on memory system alloy vol.42, pp.p5, 2021, https://doi.org/10.1016/j.matpr.2020.12.825