Earthquakes and Structures

  • 제9권1호
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  • Pages.73-91
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  • 2015
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic effectiveness of tuned mass dampers in a life-cycle cost perspective

  • Matta, Emiliano (Department of Structural, Geotechnical and Building Engineering, Politecnico di Torino)
  • 투고 : 2013.09.06
  • 심사 : 2015.02.23
  • 발행 : 2015.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

The effectiveness of tuned mass dampers (TMDs) in reducing the seismic response of civil structures is still a debated issue. The few studies regarding TMDs on inelastic structures indicate that they would perform well under moderate earthquake loading, when the structure remains linear or weakly nonlinear, while tending to fail under severe ground shaking, when the structure experiences strong nonlinearities. TMD seismic efficiency should be therefore rationally assessed by considering to which extent moderate and severe earthquakes respectively contribute to the expected cost of damages and losses over the lifespan of the structure. In this paper, a method for evaluating, in a life-cycle cost (LCC) perspective, the seismic effectiveness of TMDs on inelastic building structures is presented and exemplified on the SAC LA 9-storey steel moment-resisting frame benchmark building. Results show that the LCC concept may provide an appropriate alternative to traditional performance criteria for the evaluation of the effectiveness of TMDs and that TMD installation on typical existing middle-rise buildings in high seismic hazard regions may significantly reduce building lifetime cost despite the poor control performance observed under the most severe seismic events.

키워드

참고문헌

  1. Beck, J.L., Porter, K.A. and Shaikhutdinov, R.V. (2003), "Simplified estimation of seismic life-cycle costs", Eds., Frangopol, D.M., Bruhwiler, E., Faber, M.H. and Adey, B., Life-cycle performance of deteriorating structures: assessment, design, and management, 229-236.
  2. Bernal, D. (1996), "Influence of ground motion characteristic on the effectiveness of tuned mass dampers", Proceedings 11th World Conference Earthquakes Engineering, Acapulco.
  3. Chowdhury, A.H., Iwuchukwu, M.D. and Garske, J.J. (1985), "Past and future of seismic effectiveness of tuned mass dampers", Proceedings 2nd Int. Symp. on Structural Control, Ontario, Canada.
  4. FEMA-273 (1997), NEHRP guidelines for seismic rehabilitation of buildings, Federal Emergency Management Agency, Washington, DC.
  5. FEMA-350 (2000), Recommended seismic design criteria for new steel moment-frame buildings, Federal Emergency Management Agency, Washington, DC.
  6. Fragiadakis, M. and Lagaros, N.D. (2011), "An overview to structural seismic design optimisation frameworks", Comput. Struct., 89(11), 1155-1165. https://doi.org/10.1016/j.compstruc.2010.10.021
  7. Ghobarah, A., Abou-Elfath, H. and Biddah, A. (1999), "Response-based damage assessment of structures", Earthq. Eng. Struct. Dyn., 28(1), 79-104. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1<79::AID-EQE805>3.0.CO;2-J
  8. Ghobarah, A. (2004), "On drift limits associated with different damage levels", Proceedings International Workshop Performance-Based Seismic Design - Concepts and Implementation, Bled, Slovenia.
  9. Goulet, C.A., Haselton, C.B., Mitrani-Reiser, J., Beck, J.L., Deierlein, G.G., Porter, K.A. and Stewart, J.P. (2007), "Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - from seismic hazard to collapse safety and economic losses", Earthq. Eng. Struct. Dyn., 36(13), 1973-1997. https://doi.org/10.1002/eqe.694
  10. Gupta, A. and Krawinkler, H. (1999), Seismic demands for performance evaluation of steel moment resisting frame structures, The John A. BLume Earthquake Engineering Center, Stanford University, Stanford, CA.
  11. Hahm, D., Ok, S.Y., Park, W., Koh, H.M. and Park, K.S. (2013), "Cost-effectiveness evaluation of an MR damper system based on a life-cycle cost concept", KSCE J. Civil Eng., 17(1), 145-154. https://doi.org/10.1007/s12205-013-1244-6
  12. Hoang, N., Fujino, Y. and Warnitchai, P. (2008), "Optimal tuned mass damper for seismic applications and practical design formulas", Eng. Struct., 30(3), 707-715. https://doi.org/10.1016/j.engstruct.2007.05.007
  13. Homma, S., Maeda, J. and Hanada, N. (2009), "The damping efficiency of vortex-induced vibration by tuned-mass damper of a tower-supported steel stack", Wind Struct., 12(4), 333-347. https://doi.org/10.12989/was.2009.12.4.333
  14. Kappos, A.J. and Dimitrakopoulos, E.G. (2008), "Feasibility of pre-earthquake strengthening of buildings based on cost-benefit and life-cycle cost analysis, with the aid of fragility curves", Nat. Hazard., 45(1), 33-54. https://doi.org/10.1007/s11069-007-9155-9
  15. Kaynia, A.M., Veneziano, D. and Biggs, J.M. (1981), "Seismic effectiveness of tuned mass dampers", J. Struct. Eng., 107(8), 1465-1484.
  16. Kircher, C.A., Whitman, R.V. and Holmes, W.T. (2006), "Hazus earthquake loss estimation methods", Nat. Hazard., 7(2), 45-59. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(45)
  17. Lagaros, N.D., Fotis, A.D. and Krikos, S.A. (2006), "Assessment of seismic design procedures based on the total cost", Earthq. Eng. Struct. Dyn., 35(11), 1381-1401. https://doi.org/10.1002/eqe.585
  18. Lukkunaprasit, P. and Wanitkorkul, A. (2001), "Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes", Earthq. Eng. Struct. Dyn., 30(4), 537-551. https://doi.org/10.1002/eqe.22
  19. Matta, E., De Stefano, A. and Spencer, B.F.Jr. (2009), "A new passive rolling-pendulum vibration absorber using a non-axial-symmetrical guide to achieve bidirectional tuning", Earthq. Eng. Struct. Dyn., 38(15), 1729-1750. https://doi.org/10.1002/eqe.929
  20. Matta, E. (2011), "Performance of tuned mass dampers against near-field earthquakes", Struct. Eng. Mech., 39(5), 621-642. https://doi.org/10.12989/sem.2011.39.5.621
  21. Matta, E. (2013), "Effectiveness of tuned mass dampers against ground motion pulses", J. Struct. Eng., 139(2), 188-198. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000629
  22. Mitropoulou, C.C., Lagaros, N.D. and Papadrakakis, M. (2011), "Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions", Reliab. Eng. Syst. Saf., 96(10), 1311-1331. https://doi.org/10.1016/j.ress.2011.04.002
  23. Ohtori, Y., Christenson, R.E., Spencer, Jr., B.F. and Dyke, S.J. (2004), "Benchmark control problems for seismically excited nonlinear buildings", J. Eng. Mech., 130(4), 366-385. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:4(366)
  24. Pinkaew, T., Lukkunaprasit, P. and Chatupote, P. (2003), "Seismic effectiveness of tuned mass dampers for damage reduction of structures", Eng. Struct., 25(1), 39-46. https://doi.org/10.1016/S0141-0296(02)00115-3
  25. Ruiz, S.E. and Esteva, L. (1997), "About the effectiveness of tuned mass dampers on nonlinear systems subjected to earthquakes", Eds., Manolis, G.D., Beskos, D.E. and Brebbia, C.A., Earthquake Resistant Engineering Structures, Adv. Earthq. Eng., 2, 311-320.
  26. 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. Dyn., 26(6), 617-635. https://doi.org/10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO;2-Z
  27. Sanchez-Silva, M. and Rackwitz, R. (2004), "Socioeconomic implications of life quality index in design of optimum structures to withstand earthquakes", J. Struct. Eng., 130(6), 969-977. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(969)
  28. Sladek, J.R. and Klingner, R.E. (1983), "Effect of tuned mass dampers on seismic response", J. Struct. Eng., 109(8), 2004-2009. https://doi.org/10.1061/(ASCE)0733-9445(1983)109:8(2004)
  29. Somerville, P., Smith, N., Punyamurthula, S. and Sun, J. (1997), Development of ground motion time histories for phase 2 of the FEMA/SAC steel project, SAC Background Document, Report No. SAC/BD-97/04.
  30. Soong, T.T. and Dargush, G.F. (1997), Passive energy dissipation systems in structural engineering, John Wiley & Sons, New York, USA.
  31. Soto-Brito, R. and Ruiz, S.E. (1999), "Influence of ground motion intensity on the effectiveness of tuned mass dampers", Earthq. Eng. Struct. Dyn., 28(11), 1255-1271. https://doi.org/10.1002/(SICI)1096-9845(199911)28:11<1255::AID-EQE865>3.0.CO;2-C
  32. Taflanidis, A.A. and Beck, J.L. (2009), "Life-cycle cost optimal design of passive dissipative devices", Struct. Saf., 31(6), 508-522. https://doi.org/10.1016/j.strusafe.2009.06.010
  33. Vamvatsikos, D. and Cornell, C.A. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141
  34. Villaverde, R. and Koyama, L.A. (1993), "Damped resonant appendages to increase inherent damping in buildings", Earthq. Eng. Struct. Dyn., 22(6), 491-507. https://doi.org/10.1002/eqe.4290220603
  35. Warburton, G.B. (1982), "Optimum absorber parameters for various combinations of response and excitation parameters", Earthq. Eng. Struct. Dyn., 10(3), 381-401. https://doi.org/10.1002/eqe.4290100304
  36. Wen, Y.K. and Kang, Y.J. (2001), "Minimum building life-cycle cost design criteria. II: Applications", J. Struct. Eng., 127(3), 338-346. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:3(338)
  37. 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)
  38. Wong, K.K.F. and Harris, J.L. (2012), "Seismic damage and fragility analysis of structures with tuned mass dampers based on plastic energy", Struct. Des. Tall Spec. Build., 21(4), 296-310. https://doi.org/10.1002/tal.604
  39. Zhang, Z. and Balendra, T. (2013), "Passive control of bilinear hysteretic structures by tuned mass damper for narrow band seismic motions", Eng. Struct., 54, 103-111. https://doi.org/10.1016/j.engstruct.2013.03.044

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