Structural Engineering and Mechanics

  • 제39권5호
  • /
  • Pages.621-642
  • /
  • 2011
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Performance of tuned mass dampers against near-field earthquakes

  • Matta, E. (Structural and Geotechnical Engineering Department, Turin Politechnic)
  • 투고 : 2010.07.08
  • 심사 : 2011.05.25
  • 발행 : 2011.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

Passive tuned mass dampers (TMDs) efficiently suppress vibrations induced by quasi-stationary dynamic inputs, such as winds, sea waves or traffic loads, but may prove of little use against pulse-like excitations, such as near-field (NF) ground motions. The extent of such impairment is however controversial, partly due to the different evaluation criteria adopted within the literature, partly to the limited number of seismic records used in most investigations. In this study, three classical techniques and two new variants for designing a TMD on an SDOF structure are tested under 338 NF records from the PEER NGA database, including 156 records with forward-directivity features. Percentile response reduction spectra are introduced to statistically assess TMD performance, and TMD robustness is verified through Monte Carlo simulations. The methodology is extended to a variety of MDOF bending-type and shear-type frames, and simulated on a case study building structure recently constructed in Central Italy.Results offer an interesting insight into the performance of TMDs against NF earthquakes, ultimately showing that, if properly designed and sufficiently massive, TMDs are effective and robust even in the face of pulse-like ground motions. The two newly proposed design techniques are shown to generally outperform the classical ones.

키워드

참고문헌

  1. Abdullah, M.M., Hanif, J.H., Richardson, A. and Sobanjo, J. (2001), "Use of a shared tuned mass damper (STMD) to reduce vibration and pounding in adjacent structures", Earthq. Eng. Struct. D., 30, 1185-1201. https://doi.org/10.1002/eqe.58
  2. Abe, M. (1996), "Tuned mass dampers for structures with bilinear hysteresis", J. Eng. Mech., 122, 797-800. https://doi.org/10.1061/(ASCE)0733-9399(1996)122:8(797)
  3. Baker, J.W. and Cornell, C.A. (2008), "Vector-valued intensity measures for pulse-like near-fault ground motions", Eng. Struct., 30, 1048-1057. https://doi.org/10.1016/j.engstruct.2007.07.009
  4. Bernal, D. (1996), "Influence of ground motion characteristic on the effectiveness of tuned mass dampers", Proceedings of 11th World Conference Earthquake Engineering, Acapulco, June.
  5. Bray, J.D. and Rodriguez-Marek, A. (2004), "Characterization of forward-directivity ground motions in the nearfault region", Soil Dyn. Earthq. Eng., 24, 815-828. https://doi.org/10.1016/j.soildyn.2004.05.001
  6. Chen, G. and Wu, J. (2001), "Optimal placement of multiple tuned mass dampers for seismic structures", J. Struct. Eng.-ASCE, 127(9), 1054-1062. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1054)
  7. Chiou, B., Darragh, R., Gregor, N. and Silva, W. (2008), "NGA project strong-motion database", Earthq. Spectra, 24(1), 319-341. https://doi.org/10.1193/1.2830435
  8. Clark, A.J. (1988), "Multiple passive tuned mass dampers for reducing earthquake induced building motion", Proceedings of 9th World Conference Earthquake Engineering, Tokyo, August.
  9. Gupta, Y.P. and Chandrasekaran, A.R. (1969), "Absorber system for earthquake excitation", Proceedings of 4th World Conference Earthquake Engineering, Santiago, January.
  10. Hoang, N., Fujino, Y. and Warnitchai, P. (2008), "Optimal tuned mass damper for seismic applications and practical design formulas", Eng. Struct., 30, 707-715. https://doi.org/10.1016/j.engstruct.2007.05.007
  11. Homma, S., Maeda, J. and Hanada, N. (2009), "The damping efficiency of vortex-induced vibration by tunedmass damper of a tower-supported steel stack", Wind Struct., 12(4), 333-347. https://doi.org/10.12989/was.2009.12.4.333
  12. Huang, Y.N., Whittaker, A.S. and Luco, N. (2008), "Maximum spectral demands in the near-fault region", Earthq. Spectra, 24(1), 319-341. https://doi.org/10.1193/1.2830435
  13. Jagadish, K.S., Prasad, B.K.R. and Rao, P.V. (1979), "The inelastic vibration absorber subjected to earthquake ground motions", Earthq. Eng. Struct. D., 7, 317-326. https://doi.org/10.1002/eqe.4290070403
  14. Jangid, R.S. (2004), "Response of SDOF system to non-stationary earthquake excitation", Earthq. Eng. Struct. D., 33, 1417-1428. https://doi.org/10.1002/eqe.409
  15. Jara, J.M. and Aguiniga, F. (1996), "Parametric study of a two degree of freedom system with resonant masses", Proceedings of 11th World Conference Earthquake Engineering, Acapulco, June.
  16. Kaynia, A.M., Veneziano, D. and Biggs, J.M. (1981), "Seismic effectiveness of tuned mass dampers", J. Struct. Eng.-ASCE, 107(8), 1465-1484.
  17. Leung, A.Y.T., Zhang, H., Cheng, C.C. and Lee, Y.Y. (2008), "Particle swarm optimization of TMD by nonstationary base excitation during earthquake", Earthq. Eng. Struct. D., 37, 1223-1246. https://doi.org/10.1002/eqe.811
  18. Li, C. and Qu, W. (2006), "Optimum properties of multiple tuned mass dampers for reduction of translational and torsional response of structures subject to ground acceleration", Eng. Struct., 28, 472-494. https://doi.org/10.1016/j.engstruct.2005.09.003
  19. Lin, C.C., Ueng, J.M. and Huang, T.C. (1999), "Seismic response reduction of irregular buildings using passive tuned mass dampers", Eng. Struct., 22, 513-524.
  20. Lin, C.C., Wang, J.F. and Ueng, J.M. (2001), "Vibration control identification of seismically excited m.d.o.f. structure-PTMD systems", J. Sound Vib., 240(1), 87-115. https://doi.org/10.1006/jsvi.2000.3188
  21. Lukkunaprasit, P. and Wanitkorkul, A. (2001), "Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes", Earthq. Eng. Struct. D., 30(4), 537-551. https://doi.org/10.1002/eqe.22
  22. Marano, G.C., Greco, R. and Palombella, G. (2008), "Stochastic optimum design of linear tuned mass dampers for seismic protection of high towers", Struct. Eng. Mech., 29(6), 603-622. https://doi.org/10.12989/sem.2008.29.6.603
  23. Matta, E. and De Stefano, A. (2009), "Seismic performance of pendulum and translational roof-garden TMDs", Mech. Syst. Signal Pr., 23, 908-921. https://doi.org/10.1016/j.ymssp.2008.07.007
  24. Melkumyan, M. (1996), "Dynamic tests of 9-story R/C full-scale building with an additional isolated upper floor acting as a vibration damper", Proceedings of 3rd European Conference Struct. Dyn., Florence.
  25. Miyama, T. (1992), "Seismic response of multi-storey frames equipped with energy absorbing storey on its top", Proceedings of 10th World Conference Earthquake Engineering, Madrid, July.
  26. Park, J. and Reed, D. (2001), "Analysis of uniformly and linearly distributed mass dampers under harmonic and earthquake excitation", Eng. Struct., 23, 802-814. https://doi.org/10.1016/S0141-0296(00)00095-X
  27. Pinkaew, T., Lukkunaprasit, P. and Chatupote, P. (2003), "Seismic effectiveness of tuned mass dampers for damage reduction of structures", Eng. Struct., 25, 39-46. https://doi.org/10.1016/S0141-0296(02)00115-3
  28. Pourzeynali, S. and Zarif, M. (2008), "Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms", J. Sound Vib., 311, 1141-1160. https://doi.org/10.1016/j.jsv.2007.10.008
  29. Rana, R. and Soong, T.T. (1998), "Parametric study and simplified design of tuned mass dampers", Eng. Struct., 20(3), 193-204. https://doi.org/10.1016/S0141-0296(97)00078-3
  30. Sadek, F., Mohraz, B., Taylor, A.W. and Chung, R.M. (1997), "A method of estimating the parameters of tuned mass dampers for seismic applications", Earthq. Eng. Struct. D., 26, 617-635. https://doi.org/10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z
  31. Sinha, R. and Igusa, T. (1995), "Response of primary-secondary systems to short duration, wide-band input", J. Sound Vib., 185(1), 119-137. https://doi.org/10.1006/jsvi.1994.0367
  32. Sladek, J.R. and Klingner, R.E. (1983), "Effect of tuned mass dampers on seismic response", J. Struct. Eng.- ASCE, 109(8), 2004-2009. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(2004)
  33. Somerville, P.G., Smith, N.F., Graves, R.W. and Abrahamson, N.A. (1997), "Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity", Seismol. Res. Lett., 68(1), 199-222. https://doi.org/10.1785/gssrl.68.1.199
  34. Soto-Brito, R. and Ruiz, S.E. (1999), "Influence of ground motion intensity on the effectiveness of tuned mass dampers", Earthq. Eng. Struct. D., 28, 1255-1271. https://doi.org/10.1002/(SICI)1096-9845(199911)28:11<1255::AID-EQE865>3.0.CO;2-C
  35. Taflanidis, A.A., Beck, J.L. and Angelides, D.C. (2007), "Robust reliability-based design of liquid column mass dampers under earthquake excitation using an analytical reliability approximation", Eng. Struct., 29, 3525- 3537. https://doi.org/10.1016/j.engstruct.2007.08.004
  36. Taniguchi, T., Der Kiureghian, A. and Melkumyan, M. (2008), "Effect of tuned mass damper on displacement demand of base-isolated structures", Eng. Struct., 30, 3478-3488. https://doi.org/10.1016/j.engstruct.2008.05.027
  37. Tothong, P. and Cornell, C.A. (2007), "Probabilistic seismic demand analysis using advanced ground motion intensity measures, attenuation relationships, and near-fault effects", PEER Report 2006/11, University of California, Berkeley.
  38. Tsai, H.C. (1995), "The effect of tuned-mass dampers on the seismic response of base-isolated structures", Int. J. Solids Struct., 32, 1195-1210. https://doi.org/10.1016/0020-7683(94)00150-U
  39. Ubertini, F. (2010), "Prevention of suspension bridge flutter using multiple tuned mass dampers", Wind Struct., 13(3), 235-256. https://doi.org/10.12989/was.2010.13.3.235
  40. Villaverde, R. (1985), "Reduction in seismic response with heavily-damped vibration absorbers", Earthq. Eng. Struct. D., 13, 33-42. https://doi.org/10.1002/eqe.4290130105
  41. Villaverde, R. and Koyama, L.A. (1993), "Damped resonant appendages to increase inherent damping in buildings", Earthq. Eng. Struct. D., 22, 491-507. https://doi.org/10.1002/eqe.4290220603
  42. Wang, J.F. and Lin, C.C. (2005), "Seismic performance of multiple tuned mass dampers for soil-irregular building interaction systems", Int. J. Solids Struct., 42, 5536-5554. https://doi.org/10.1016/j.ijsolstr.2005.02.042
  43. Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. D., 10, 381-401. https://doi.org/10.1002/eqe.4290100304
  44. Wirsching, P.H and Campbell, G.W. (1974), "Minimal structural response under random excitation using vibration absorber", Earthq. Eng. Struct. D., 2, 303-312.
  45. Wong, K.K.F. (2008), "Seismic energy dissipation of inelastic structures with tuned mass dampers", J. Eng. Mech., 134(2), 163-172. https://doi.org/10.1061/(ASCE)0733-9399(2008)134:2(163)
  46. Wu, W.J. and Cai, C.S. (2009), "Comparison of deck-anchored damper and clipped tuned mass damper on cable vibration reduction", Struct. Eng. Mech., 32(6), 741-754. https://doi.org/10.12989/sem.2009.32.6.741

피인용 문헌

  1. Precise stiffness and damping emulation with MR dampers and its application to semi-active tuned mass dampers of Wolgograd Bridge vol.23, pp.1, 2014, https://doi.org/10.1088/0964-1726/23/1/015019
  2. Closed-form optimum tuning formulas for passive Tuned Mass Dampers under benchmark excitations vol.17, pp.2, 2016, https://doi.org/10.12989/sss.2016.17.2.231
  3. Experimental Study on a Tuned-Mass Damper of Offshore for Vibration Reduction vol.744, 2016, https://doi.org/10.1088/1742-6596/744/1/012045
  4. Dynamic characteristics of controlled MR-STMDs of Wolgograd Bridge vol.22, pp.9, 2013, https://doi.org/10.1088/0964-1726/22/9/095008
  5. Lifecycle cost optimization of tuned mass dampers for the seismic improvement of inelastic structures vol.47, pp.3, 2018, https://doi.org/10.1002/eqe.2987
  6. Performance of tuned mass damper against structural collapse due to near fault earthquakes vol.336, 2015, https://doi.org/10.1016/j.jsv.2014.10.007
  7. Research developments in vibration control of structures using passive tuned mass dampers vol.44, 2017, https://doi.org/10.1016/j.arcontrol.2017.09.015
  8. Seismic effectiveness of tuned mass dampers in a life-cycle cost perspective vol.9, pp.1, 2015, https://doi.org/10.12989/eas.2015.9.1.073
  9. Development of magnetorheological elastomers–based tuned mass damper for building protection from seismic events 2018, https://doi.org/10.1177/1045389X17754265
  10. Optimal tuned mass-damper-inerter (TMDI) design for seismically excited MDOF structures with model uncertainties based on reliability criteria vol.25, pp.2, 2018, https://doi.org/10.1002/stc.2082
  11. Semi-active vibration absorber based on real-time controlled MR damper vol.46, pp.2, 2014, https://doi.org/10.1016/j.ymssp.2014.01.017
  12. Telescopic columns as a new base isolation system for vibration control of high-rise buildings vol.3, pp.6, 2012, https://doi.org/10.12989/eas.2012.3.6.853
  13. Frequency and damping adaptation of a TMD with controlled MR damper vol.21, pp.5, 2012, https://doi.org/10.1088/0964-1726/21/5/055011
  14. Effects of traffic-induced vibrations on bridge-mounted overhead sign structures vol.55, pp.2, 2015, https://doi.org/10.12989/sem.2015.55.2.365
  15. Seismic control response of structures using an ATMD with fuzzy logic controller and PSO method vol.51, pp.4, 2014, https://doi.org/10.12989/sem.2014.51.4.547
  16. Performance of TMDs on nonlinear structures subjected to near-fault earthquakes vol.16, pp.4, 2015, https://doi.org/10.12989/sss.2015.16.4.725
  17. Life-cycle based design of mass dampers for the Chilean region and its application for the evaluation of the effectiveness of tuned liquid dampers with floating roof vol.14, pp.3, 2016, https://doi.org/10.1007/s10518-015-9860-9
  18. Optimum Tuning of Passive Tuned Mass Dampers for the Mitigation of Pulse-Like Responses vol.140, pp.6, 2018, https://doi.org/10.1115/1.4040475
  19. An Alternative Formulation for Optimum TMD Parameters Based on Equal Eigen Value Criteria pp.1559-808X, 2019, https://doi.org/10.1080/13632469.2018.1559263
  20. Modified pendular vibration absorber for structures under base excitation vol.66, pp.2, 2011, https://doi.org/10.12989/sem.2018.66.2.161
  21. Seismic performance evaluation of steel frame structures equipped with tuned liquid dampers vol.19, pp.8, 2011, https://doi.org/10.1007/s42107-018-0082-8
  22. TMD effectiveness in nonlinear RC structures subjected to near fault earthquakes vol.24, pp.4, 2019, https://doi.org/10.12989/sss.2019.24.4.447
  23. Seismic effectiveness and robustness of tuned mass dampers versus nonlinear energy sinks in a lifecycle cost perspective vol.19, pp.1, 2011, https://doi.org/10.1007/s10518-020-00973-2