Structural Engineering and Mechanics

  • 제39권5호
  • /
  • Pages.717-732
  • /
  • 2011
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Evaluation of performance of eccentric braced frame with friction damper

  • Vaseghi Amiri, J. (Department of Civil Engineering, Babol University of Technology) ;
  • Navayinia, B. (Department of Civil Engineering, Babol University of Technology) ;
  • Navaei, S. (Department of Civil Engineering, Babol University of Technology)
  • 투고 : 2010.06.30
  • 심사 : 2011.06.24
  • 발행 : 2011.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

Nonlinear dynamic analysis and evaluation of eccentric braced steel frames (EBF) equipped with friction damper (FD) is studied in this research. Previous studies about assessment of seismic performance of steel braced frame with FD have been generally limited to installing this device in confluence of cross in concentrically braced frame such chevron and x-bracing. Investigation is carried out with three types of steel frames namely 5, 10 and 15 storeys, representing the short, medium and high structures respectively in series of nonlinear dynamic analysis and 10 slip force values subjected to three different earthquake records. The proper place of FD, rather than providing them at all level is also studied in 15 storey frame. Four dimensionless indices namely roof displacement, base shear, dissipated energy and relative performance index (RPI) are determined in about 100 nonlinear dynamic analyses. Then average values of maximum roof displacement, base shear, energy dissipated and storey drift under three records for both EBF and EBF equipped with friction damper are obtained. The result indicates that FD reduces the response compared to EBF and is more efficient than EBF for taller storey frames.

키워드

참고문헌

  1. Aiken, D., Kelly, M. and Pall, A. (1988), "Seismic response of a nine-story steel frame with friction-damped cross-bracing", Report No. UCB/EERC-88/17, Earthquake Engineering Research Center, University of California, Berkeley, 1-7.
  2. Aiken, D., Nims, D., Whittaker, A. and Kelly, M. (1993), "Testing of passive energy dissipation systems", Earthq. Spectra, 9(3), 335-370. https://doi.org/10.1193/1.1585720
  3. Filiatrault, A. and Cherry, F. (1990), "Seismic design spectra for friction-damped structures", J. Struct. Eng., 116(5), 1334-1355. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:5(1334)
  4. Filiatrault, A. and Cherry, M. (1987), "Performance evaluation of friction damped braced steel frames under simulated earthquake loads", Earthq. Spectra, 3(1), 57-78. https://doi.org/10.1193/1.1585419
  5. Fitzgerald, T.F., Anagnos, T., Goodson, M. and Zsutty, T. (1989), "Slotted bolted connections in a seismic design of concentrically braced connections", Earthq. Spectra, 5(2), 383-391. https://doi.org/10.1193/1.1585528
  6. Grigorian, C.E., Yang, T.S. and Popov, E. (1993), "Slotted bolted connection energy dissipation", Earthq. Spectra, 9(3), 491-504. https://doi.org/10.1193/1.1585726
  7. Ibrahimbegovic, A. and Wilson, E.L. (1989), "Simple numerical algorithms for the mode superposition analysis of linear structural systems with non-proportional damping", Comput. Struct., 33(2), 523-531. https://doi.org/10.1016/0045-7949(89)90026-6
  8. Iranian Code Building National Manual (2008), 6th subject.
  9. Iranian Code of Practice for Seismic Resistance Design of Building, Standard, No.2800-05, (3th Edition).
  10. Jagadish, G. Kori and Jangid, R.S. (2008), "Semi-active friction dampers for seismic control of structures", Smart Struct. Syst., 4(4).
  11. Lee, S.K., Park, J.H., Moon, B.W., Min, K.W., Lee, S.H. and Kim, J. (2008), "Design of a bracing-friction damper system for seismic retrofitting", Smart Struct. Syst., 4(5), 685-696. https://doi.org/10.12989/sss.2008.4.5.685
  12. Moreschi, L.M. and Singh, M.P. (2003), "Design of yielding metallic and friction dampers for optimal seismic performance", Earthq. Eng. Struct. D., 32, 1291-1311. https://doi.org/10.1002/eqe.275
  13. Pall, A.S. and Marsh, C. (1982), "Response of friction damped braced frames", J. Struct. Div.-ASCE, 108(9), 1313-1323.
  14. Pall, A.S., Marsh, C. and Fazio, P. (1980), "Friction joints for seismic control of large panel structure", J. Pres. Concrete Inst., 25(6), 38-61.
  15. Tehrani, P. and Maalek, S. (2006), "The use of passive dampers and conventional strengthening methods for the rehabilitation of an existing steel structure", Proceeding of the 4th International Conference on Earthquake Engineering, Taipei, Taiwan.

피인용 문헌

  1. Investigation of nonlinear behaviour of reinforced concrete frames having different stiffening members vol.13, pp.5, 2014, https://doi.org/10.12989/cac.2014.13.5.679
  2. The effect of mainshock-aftershock on the residual displacement of buildings equipped with cylindrical frictional damper vol.12, pp.5, 2017, https://doi.org/10.12989/eas.2017.12.5.515
  3. Experimental investigation on hysteretic behavior of rotational friction dampers with new friction materials vol.24, pp.2, 2011, https://doi.org/10.12989/scs.2017.24.2.239
  4. Towards optimal slip force and stiffness distribution in designing friction dampers vol.79, pp.3, 2021, https://doi.org/10.12989/sem.2021.79.3.289