Steel and Composite Structures

  • 제24권2호
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  • Pages.239-248
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  • 2017
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental investigation on hysteretic behavior of rotational friction dampers with new friction materials

  • Anoushehei, Majid (Department of Civil and Environmental Engineering, Tarbiat Modares University) ;
  • Daneshjoo, Farhad (Department of Civil and Environmental Engineering, Tarbiat Modares University) ;
  • Mahboubi, Shima (Department of Civil Engineering, Shahid Beheshti University) ;
  • Khazaeli, Sajjad (Department of Mechanical Engineering, SAAB Steel Development Co.)
  • 투고 : 2016.05.29
  • 심사 : 2017.03.26
  • 발행 : 2017.06.10
⟨ 이전 논문 다음 논문 ⟩

초록

Friction dampers are displacement dependent energy dissipation devices which dissipate earthquake energy through friction mechanism and widely used in improving the seismic behavior of new structures and rehabilitation of existing structures. In this paper, the cyclic behavior of a friction damper with different friction materials is investigated through experimental tests under cyclic loading. The damper is made of steel plates, friction pads, preloaded bolts and hard washers. The paper aims at investigating the hysteretic behavior of three friction materials under cyclic loading to be utilized in friction damper. The tested friction materials are: powder lining, super lining and metal lining. The experimental results are studied according to FEMA-356 acceptance criteria and the most appropriate friction material is selected by comparing all friction materials results.

키워드

참고문헌

  1. Aiken, I.D. and Kelly, J.M. (1990), "Earthquake simulator testing and analytical studies of two energy-absorbing systems for multistory structures", Report no. UCB/EERC-90/03; Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
  2. Aiken, I.D., Nims, D.K., Whittaker, A.S. and Kelly, J.M. (1993), "Testing of passive energy dissipation systems", Earthq. Spect., 9(3), 335-369. https://doi.org/10.1193/1.1585720
  3. ANSYS (2013), ANSYS Element Reference; Release 14.5, ANSYS Inc.
  4. Bhaskararao, A.V. and Jangid, R.S. (2006), "Seismic analysis of structures connected with friction dampers", Eng. Struct., 28(5), 690-703. https://doi.org/10.1016/j.engstruct.2005.09.020
  5. Castaldo, P. and Tubaldi, E. (2015), "Influence of FPS bearing properties on the seismic performance of base-isolated structures", Earth. Eng. Struct. Dyn., 44(15), 2817-2836. https://doi.org/10.1002/eqe.2610
  6. Cheng, Ch. and Chen, F. (2014), "Seismic performance of a rocking bridge pier substructure with frictional hinge dampres", Smart. Struct. Syst., Int. J., 14(4), 501-516. https://doi.org/10.12989/sss.2014.14.4.501
  7. Cherry, S. and Filiatrault, A. (1990), "Seismic design spectra for friction-damped structures", J. Struct. Div., 116(5), ASCE.
  8. Constantinou, M.C., Tsopelas, P, Hammel, W. and Sigaher, A.N. (2001), "Toggle-brace-damper seismic energy dissipation systems", J. Struct. Eng., 127(2), 105-112. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(105)
  9. Colajannio, P. and Papia, M. (1995), "Seismic response of braced frames with and without friction dampers", Eng. Struct., 17(2), 129-140. https://doi.org/10.1016/0141-0296(95)92644-N
  10. Dorka, U., Pradlwarter, H.J. and Schuëller, U. (1998), "Reliability of MDOF-system with hysteretic devices", Eng. Struct., 20(8), 383-391.
  11. Fallah, N. and Honarparast, S. (2013), "NSGA-II based multiobjective optimization in design of Pall friction dampers", J. Constr. Steel Res., 89, 75-85. https://doi.org/10.1016/j.jcsr.2013.06.008
  12. FEMA-356 (2000), Pre-standard and Commentary for the Seismic Rehabilitation of Buildings; Federal Emergency Management Agency (FEMA), Washington, D.C., USA.
  13. Fitzgerald, T.F., Anagnos, T., Goodson, M. and Zsutty, T. (1989), "Slotted bolted connections in a seismic design of concentrically braced connections", Earthq. Spect., 5(2), 383-391. https://doi.org/10.1193/1.1585528
  14. ISIRI-586 (2011) Brake Pads and Linings; Test methods and specifications, Institute of Standards and Industrial Research of Iran, Tehran, Iran.
  15. ISIRI-3100 (2012), Specify gravity of brake lining material; nstitute of Standards and Industrial Research of Iran, Tehran, Iran.
  16. Kelly, J.M., Skinner, R.I. and Heine, A.J. (1972), "Mechanisms of energy absorption in special devices for use in earthquake resistant structures", J. Earthq. Eng., 5(3), 63-88.
  17. Min, K.W., Seong, J.Y. and Kim, J. (2010), "Simple design procedure of a friction damper for reducing seismic responses of a single-story structure", Eng. Struct., 32(11), 3539-3547. https://doi.org/10.1016/j.engstruct.2010.07.022
  18. Latour, M., Piluso, V. and Rizzano, G. (2014), "Experimental analysis on friction materials for supplemental damping devices", Construct. Build. Mat., 65, 159-176. https://doi.org/10.1016/j.conbuildmat.2014.04.092
  19. Latour, M., Rizzano, G. and Piluso, V. (2015), "Free from damage beam-to-column joints: Testing and design of DST connections with friction pads", Eng. Struct., 85, 219-223. https://doi.org/10.1016/j.engstruct.2014.12.019
  20. Lee, S.H., Park, J.H., Lee, S.K. and Min, K.W. (2008), "Allocation and slip load of friction dampers for a seismically excited building structure based on storey shear force distribution", Eng. Struct., 30(4), 930-940. https://doi.org/10.1016/j.engstruct.2007.03.020
  21. Li, C. and Reinhorn, A.M. (1995), "Experimental and analytical investigation of seismic retrofit of structures with supplemental damping: Part II-Friction devices", Technical report NCEER-950009; State University of New York, Buffalo, NY, USA.
  22. Maleki, S. and Mahjoubi, S. (2013), "Dual-pipe damper", J. Constr. Steel Res., 85, 81-91. https://doi.org/10.1016/j.jcsr.2013.03.004
  23. Montuori, R. Nastri, E. and Piluso, V. (2013), "Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers", Mech. Res. Commun., 58, 112-123.
  24. Montuori, R., Nastri, E. and Piluso, V. (2016), "Influence of connection typology on seismic response of MR-Frames with and without set-backs'", Earth. Eng. Struct. Dyn., 46(1), 5-25. https://doi.org/10.1002/eqe.2768
  25. Mualla, I. and Beleve, B. (2002), "Peformance of steel frames with a new friction damper device under earthquake excitation", J. Eng. Struct., 24(3), 365-371. https://doi.org/10.1016/S0141-0296(01)00102-X
  26. Nims, D.K., Inaudi, J.A., Richter, P.J. and Kelly, J.M. (1993), "Application of the energy dissipating restraint to buildings", Proceedings of ATC 17-1 on Seismic Isolation, Energy Dissipation, and Active Control, San Francisco, CA, USA, March.
  27. Pall, A. and Marsh, C. (1981), "Response of friction damped braced frames", J. Struct. Div., 108(6), 1313-1323.
  28. Papadopoulos, P.K., Salonikios, T.N., Dimitrakis, S.A. and Papadopoulos, A.P. (2013), "Experimental investigation of a new steel friction device with link element for seismic strengthening of Structures", Struct. Eng. Mech., Int. J., 46(4), 487-504. https://doi.org/10.12989/sem.2013.46.4.487
  29. Park, J.H., Min, K.W., Chung, L., Lee, S.K., Kim, H.S. and Moon, B.W. (2007), "Equivalent linearization of a friction damper-brace system based on the probability distribution of the extremal displacement", Eng. Struct., 29(6), 1226-1237. https://doi.org/10.1016/j.engstruct.2006.07.025
  30. Saeed Monir, H. and Zeynali, K. (2013), "A modified friction damper for diagonal bracing of structures", J. Constr. Steel Res., 87, 17-30. https://doi.org/10.1016/j.jcsr.2013.04.004
  31. Symans, M.D. and Constantinou, M.C. (1999), "Semi-active control systems for seismic protection of structures: A state-ofthe-art review", J. Eng. Struct., 21(6), 469-487. https://doi.org/10.1016/S0141-0296(97)00225-3
  32. Tremblay, R. and Stiemer, S. (1993), "Energy dissipation through friction bolted connections in concentrically braced steel frames", ATC 17-1, Seminar Seismic Isolation, pp. 557-568.
  33. Wu, B., Zhang, J., Williams, M.S. and Ou, J. (2005), "Hysteretic behavior of improved Pall typed frictional dampers", Eng. Struct., 27(8), 1258-1267. https://doi.org/10.1016/j.engstruct.2005.03.010
  34. Xu, Y.L. and Ng, C.L. (2006), "Seismic response control of a building complex utilizing passive friction damper: Analytical study", Struct. Eng. Mech., Int. J., 22(1), 85-105. https://doi.org/10.12989/sem.2006.22.1.085
  35. Xu, L., Fan, X., Lu, D. and Li, Z. (2016), "Hysteretic behavior studies of self-centering energy dissipation bracing system", Steel Compos. Struct., Int. J., 20(6), 1205-1219. https://doi.org/10.12989/scs.2016.20.6.1205
  36. Vaseghi, A., Navayinia, B. and Navaei, S. (2011), "Evaluation of performance of eccentric braced frame with friction damper", Struct. Eng. Mech., Int. J., 39(5), 717-732. https://doi.org/10.12989/sem.2011.39.5.717
  37. Zahrai, S.M, Moradi, A. and Moradi, M.R. (2015), "Using friction dampers in retrofitting a steel structure with masonry infill panels", Steel. Compos Struct., Int. J., 19(2), 309-325. https://doi.org/10.12989/scs.2015.19.2.309

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