Smart Structures and Systems

  • 제23권3호
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  • Pages.227-242
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  • 2019
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  • 1738-1584(pISSN)
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  • 1738-1991(eISSN)
테크노프레스 (Techno-Press)
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Probabilistic behavior of semi-active isolated buildings under pulse-like earthquakes

  • Oncu-Davas, Seda (Department of Civil Engineering, Istanbul University-Cerrahpasa) ;
  • Alhan, Cenk (Department of Civil Engineering, Istanbul University-Cerrahpasa)
  • 투고 : 2018.10.30
  • 심사 : 2019.02.20
  • 발행 : 2019.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Seismic isolation systems employ structural control that protect both buildings and vibration-sensitive contents from destructive effects of earthquakes. Structural control is divided into three main groups: passive, active, and semi-active. Among them, semi-active isolation systems, which can reduce floor displacements and accelerations concurrently, has gained importance in recent years since they don't require large power or pose stability problems like active ones. However, their seismic performance may vary depending on the variations that may be observed in the mechanical properties of semi-active devices and/or seismic isolators. Uncertainties relating to isolators can arise from variations in geometry, boundary conditions, material behavior, or temperature, or aging whereas those relating to semi-active control devices can be due to thermal changes, inefficiencies in calibrations, manufacturing errors, etc. For a more realistic evaluation of the seismic behavior of semi-active isolated buildings, such uncertainties must be taken into account. Here, the probabilistic behavior of semi-active isolated buildings under historical pulse-like near-fault earthquakes is evaluated in terms of their performance in preserving structural integrity and protecting vibration-sensitive contents considering aforementioned uncertainties via Monte-Carlo simulations of 3-story and 9-story semi-active isolated benchmark buildings. The results are presented in the form of fragility curves and probability of failure profiles.

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참고문헌

  1. Alhan, C. and Gavin, H.P. (2005), "Reliability of base isolation for the protection of critical equipment from earthquake hazards", Eng. Struct., 27(9), 1435-1449. https://doi.org/10.1016/j.engstruct.2005.04.007
  2. Alhan, C., Gavin, H.P. and Aldemir, U. (2006), "Optimal control: Basis for performance comparison of passive and semiactive isolation systems", J. Eng. Mech.- ASCE, 132(7), 705-713. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:7(705)
  3. Alhan, C. and Oncu-Davas, S. (2016), "Performance limits of seismically isolated buildings under near-field earthquakes", Eng. Struct., 116, 83-94. https://doi.org/10.1016/j.engstruct.2016.02.043
  4. Alhan, C. and Sahin, F. (2011), "Protecting vibration-sensitive contents: an investigation of floor accelerations in seismically isolated buildings", B Earthq. Eng., 9(4), 1203-1226. https://doi.org/10.1007/s10518-010-9236-0
  5. Aly, A.M. (2014), "Proposed robust tuned mass damper for response mitigation in buildings exposed to multidirectional wind", Struct. Des. Tall Spec., 23(9), 664-691. https://doi.org/10.1002/tal.1068
  6. Aly, A.M. and Christenson, R.E. (2008), "On the evaluation of the efficacy of a smart damper: a new equivalent energy-based probabilistic approach", Smart Mater. Struct., 17(4), 045008. https://doi.org/10.1088/0964-1726/17/4/045008
  7. Ayyub, B.M. and Klir, G.J. (2006), Uncertainty modeling and analysis in engineering and the sciences, Chapman and Hall/CRC
  8. Bakhshi, A. and Mostafavi, S. (2014), "Development of fragility curves for base isolated RC structures", Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014.
  9. Castaldo, P., Amendola, G. and Palazzo, B. (2017), "Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability-based design (SRBD)", Earthq. Eng. Struct. D., 46(3), 425-446. https://doi.org/10.1002/eqe.2798
  10. Chakraborty, S. and Debbarma, R. (2016), "Robust optimum design of tuned liquid column damper in seismic vibration control of structures under uncertain bounded system parameters", Struct. Infrastruct. E., 12(5), 592-602. https://doi.org/10.1080/15732479.2015.1031142
  11. Chase, J.G., Barroso, L.R. and Hunt, S. (2004), "The impact of total acceleration control for semi-active earthquake hazard mitigation", Eng. Struct., 26(2), 201-209. https://doi.org/10.1016/j.engstruct.2003.09.008
  12. Chaudhuri, A. and Chakraborty, S. (2006), "Reliability of linear structures with parameter uncertainty under non-stationary earthquake", Struct. Saf., 28(3), 231-246. https://doi.org/10.1016/j.strusafe.2005.07.001
  13. Cheng, F.Y., Jiang, H. and Lou, K. (2008), Smart structures: innovative systems for seismic response control, CRC Press
  14. Colombo, J.I. and Almazan, J.L. (2015), "Seismic reliability of continuously supported steel wine storage tanks retrofitted with energy dissipation devices", Eng. Struct., 98, 201-211. https://doi.org/10.1016/j.engstruct.2015.04.037
  15. Cox, K.E. and Ashford, S.A. (2002), Characterization for Large Velocity Pulses for Laboratory Testing, Pacific Earthquake Engineering Research Center
  16. Der Kiureghian, A. (2000), "The geometry of random vibrations and solutions by FORM and SORM", Probabilist. Eng. Mech., 15(1), 81-90. https://doi.org/10.1016/S0266-8920(99)00011-9
  17. Dicleli, M. and Buddaram, S. (2007), "Equivalent linear analysis of seismic-isolated bridges subjected to near-fault ground motions with forward rupture directivity effect", Eng. Struct., 29(1), 21-32. https://doi.org/10.1016/j.engstruct.2006.04.004
  18. Fallah, A.Y. and Taghikhany, T. (2014), "Robust semi-active control for uncertain structures and smart dampers", Smart Mater. Struct., 23(9), 095040. https://doi.org/10.1088/0964-1726/23/9/095040
  19. FEMA-NIBS (2003), Multi-Hazard Loss Estimation Methodology, %J Earthquake Model, HAZUS(R) MH Technical Manual, National Institute of Building Sciences Federal Emergency Management Agency, Washington, DC.
  20. Ferritto, J.M. (1984), "Economics of seismic design for new buildings", J. Struct. Eng.- ASCE, 110(12), 2925-2938. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:12(2925)
  21. Gavin, H. and Alhan, C. (2002), "Inter-story drift amplification and damping in passive isolation systems", Proceedings of the 7th U.S. National Conference on Earthquake Engineering.
  22. Alhan, C. and Gavin, H. (2004). "A parametric study of linear and non-linear passively damped seismic isolation systems for buildings", Engineering structures, 26(4), 485-497. https://doi.org/10.1016/j.engstruct.2003.11.004
  23. Gavin, H., Alhan, C. and Oka, N. (2003), "Fault tolerance of semiactive seismic isolation", J. Struct. Eng. - ASCE, 129(7), 922-932. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(922)
  24. Gavin, H.P. and Zaicenco, A. (2007), "Performance and reliability of semi-active equipment isolation", J. Sound Vib., 306(1-2), 74-90. https://doi.org/10.1016/j.jsv.2007.05.039
  25. Gazi, H. and Alhan, C. (2018), "Probabilistic sensitivity of baseisolated buildings to uncertainties", Smart Struct. Syst., 22(4), 441-457. https://doi.org/10.12989/sss.2018.22.4.441
  26. Haldar, A. and Mahadevan, S. (2000), Probability, reliability, and statistical methods in engineering design, Wiley New York
  27. Jangid, R.J.E.S. (2007), "Optimum lead-rubber isolation bearings for near-fault motions", Eng. Struct., 29(10), 2503-2513. https://doi.org/10.1016/j.engstruct.2006.12.010
  28. Johnson, E.A., Ramallo, J.C., Spencer Jr, B.F. and Sain, M.K. (1998), "Intelligent base isolation systems", Proceedings of the Second World Conference on Structural Control.
  29. Karavasilis, T.L. and Seo, C.Y. (2011), "Seismic structural and non-structural performance evaluation of highly damped selfcentering and conventional systems", Eng. Struct, 33(8), 2248-2258. https://doi.org/10.1016/j.engstruct.2011.04.001
  30. Karnopp, D., Crosby, M.J. and Harwood, R. (1974), "Vibration control using semi-active force generators", J. Eng. Industry, 96(2), 619-626. https://doi.org/10.1115/1.3438373
  31. Kulkarni, J.A. and Jangid, R.S. (2003), "Effects of superstructure flexibility on the response of base-isolated structures", Shock Vib., 10(1), 1-13. https://doi.org/10.1155/2003/368693
  32. Madden, G.J., Wongprasert, N. and Symans, M.D. (2003), "Analytical and numerical study of a smart sliding base isolation system for seismic protection of buildings", Comput.-Aided Civ. Inf., 18(1), 19-30. https://doi.org/10.1111/1467-8667.00296
  33. Masaeli, H., Khoshnoudian, F. and Tehrani, M.H. (2014), "Rocking isolation of nonductile moderately tall buildings subjected to bidirectional near-fault ground motions", Eng. Struct., 80, 298-315. https://doi.org/10.1016/j.engstruct.2014.08.053
  34. Nagarajaiah, S., Reinhorn, A.M. and Constantinou, M.C. (1991), "3D-BASIS-nonlinear dynamic analysis of three-dimensional base isolated structures: Part II".
  35. Oncu-Davas, S. (2018), Probabilistic Behavior of Buildings with Semi-active Seismic Isolation Systems under Earthquake Loads, Istanbul University, PhD Dissertation.
  36. Oncu-Davas, S. and Alhan, C. (2019), "Reliability of semi-active seismic isolation under near-fault earthquakes", Mech. Syst. Signal Pr., 114, 146-164. https://doi.org/10.1016/j.ymssp.2018.04.045
  37. Padmanabhan, D., Agarwal, H., Renaud, J.E. and Batill, S.M. (2006), "A study using Monte Carlo simulation for failure probability calculation in reliability-based optimization", Optim. Eng., 7(3), 297-316. https://doi.org/10.1007/s11081-006-9973-8
  38. Pan, P., Zamfirescu, D., Nakashima, M., Nakayasu, N. and Kashiwa, H. (2005), "Base-isolation design practice in Japan: Introduction to the post-kobe approach", J. Earthq. Eng., 9(1), 147-171. https://doi.org/10.1080/13632460509350537
  39. Papaioannou, I., Breitung, K. and Straub, D. (2013). "Reliability sensitivity analysis with Monte Carlo methods", ICOSSAR 2013.
  40. PEER (2017), Pacific Earthquake Engineering Research Center, University of California, Berkeley Berkeley, CA
  41. Perotti, F., Domaneschi, M. and De Grandis, S. (2013), "The numerical computation of seismic fragility of base-isolated Nuclear Power Plants buildings", Nucl. Eng. Des., 262, 189-200. https://doi.org/10.1016/j.nucengdes.2013.04.029
  42. Pradlwarter, H.J., Schueller, G.I. and Dorka, U. (1998), "Reliability of MDOF-systems with hysteretic devices", Eng. Struct., 20(8), 685-691. https://doi.org/10.1016/S0141-0296(97)00105-3
  43. Providakis, C.P. (2008), "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations", Eng. Struct., 30(5), 1187-1198. https://doi.org/10.1016/j.engstruct.2007.07.020
  44. Providakis, C.P. (2009), "Effect of supplemental damping on LRB and FPS seismic isolators under near-fault ground motions", Soil Dynam. Earthq. Eng., 29(1), 80-90. https://doi.org/10.1016/j.soildyn.2008.01.012
  45. Roy, B.K., Chakraborty, S. and Mihsra, S.K. (2014), "Robust optimum design of base isolation system in seismic vibration control of structures under uncertain bounded system parameters", J. Vib. Control, 20(5), 786-800. https://doi.org/10.1177/1077546312466577
  46. Saaed, T.E., Nikolakopoulos, G., Jonasson, J.E. and Hedlund, H. (2015), "A state-of-the-art review of structural control systems", J Vib Control, 21(5), 919-937. https://doi.org/10.1177/1077546313478294
  47. Saha, S.K., Matsagar, V. and Chakraborty, S. (2016), "Uncertainty quantification and seismic fragility of base-isolated liquid storage tanks using response surface models", Probabilist. Eng. Mech., 43, 20-35. https://doi.org/10.1016/j.probengmech.2015.10.008
  48. Shenton III, H.W. and Holloway, E.S. (2000), "Effect of stiffness variability on the response of isolated structures", Earthq. Eng. Struct. D., 29(1), 19-36. https://doi.org/10.1002/(SICI)1096-9845(200001)29:1<19::AID-EQE893>3.0.CO;2-9
  49. Sinha, K.C., Labi, S. and Bai, Q. (2013), "Uncertainties in Transportation Infrastructure Development and Management", Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management (ISEUSAM-2012).
  50. Symans, M.D., Madden, G.J. and Wongprasert, N. (2000), "Experimental study of an adaptive base isolation system for buildings", Proceedings of the 12th World Conf. on Earthquake Eng., 12WCEE.
  51. Tajammolian, H., Khoshnoudian, F., Rad, A.R. and Loghman, V. (2018), "Seismic fragility assessment of asymmetric structures supported on TCFP bearings subjected to near-field earthquakes", Structures.
  52. UBC (1997), Uniform Building Code, UBC-97.p
  53. Worksafe (2011), Worksafe Technologies, ISO-Base Seismic Isolation Platform, http://www.worksafetech.com/pages/isotest.html.
  54. YeganehFallah, A. and Attari, N.K.A. (2017), "Robust control of seismically excited cable stayed bridges with MR dampers", Smart Mater. Struct., 26(3), 035056. https://doi.org/10.1088/1361-665X/aa5bd4
  55. YeganehFallah, A. and Taghikhany, T. (2014), "Robust semi-active control for uncertain structures and smart dampers", Smart Mater. Struct., 23(9), 095040. https://doi.org/10.1088/0964-1726/23/9/095040

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