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Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion

  1. Abrahamson (1998), "Proc. of the 1st PEER Workshop on Characterization of Special Source Effects", p. 1998
  2. Alavi, Babak / Krawinkler, Helmut (2004): Strengthening of moment-resisting frame structures against near-fault ground motion effects. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 6 (mai 2004).

    https://doi.org/10.1002/eqe.370

  3. Bertero, Vitelmo V. / Mahin, Stephen A. / Herrera, Ricardo A. (1978): Aseismic design implications of near-fault san fernando earthquake records. Dans: Earthquake Engineering and Structural Dynamics, v. 6, n. 1 (janvier 1978).

    https://doi.org/10.1002/eqe.4290060105

  4. Casapulla (2015), "On the resonance conditions of rigid rocking blocks" in Int. J. Eng. Technol., v. 7 (2015), p. 760
  5. Casapulla (2017), "Critical response of free-standing rocking blocks to the intense phase of an earthquake" in Int. Rev. Civil Eng., v. 8 (2017), p. 1

    https://doi.org/10.15866/irece.v8i1.11024

  6. Caughey (), "Sinusoidal excitation of a system with bilinear hysteresis" in J. Appl. Mech., v. 27 (), p. 640

    https://doi.org/10.1115/1.3644075

  7. Caughey (), "Random excitation of a system with bilinear hysteresis" in J. Appl. Mech., v. 27 (), p. 649

    https://doi.org/10.1115/1.3644077

  8. Drenick (1970), "Model-free design of aseismic structures" in J. Eng. Mech. Div., v. 96 (1970), p. 483
  9. Hall, John F. / Heaton, Thomas H. / Halling, Marvin W. / Wald, David J. (1995): Near-Source Ground Motion and its Effects on Flexible Buildings. Dans: Earthquake Spectra, v. 11, n. 4 (novembre 1995).

    https://doi.org/10.1193/1.1585828

  10. IwanW. D. PasadenaCalifornia Institute of TechnologyThe Dynamic Response of Bilinear Hysteretic Systems1961
  11. Iwan (), ""The dynamic response of the one-degree-of-freedom bilinear hysteretic system,”"
  12. Iwan (), "The steady-state response of a two-degree-of-freedom bilinear hysteretic system" in J. Appl. Mech., v. 32 (), p. 151

    https://doi.org/10.1115/1.3625711

  13. Kalkan, Erol / Kunnath, Sashi K. (2006): Effects of Fling Step and Forward Directivity on Seismic Response of Buildings. Dans: Earthquake Spectra, v. 22, n. 2 (mai 2006).

    https://doi.org/10.1193/1.2192560

  14. Khaloo, A. R. / Khosravi, H. / Jamnani, H. Hamidi (2015): Nonlinear Interstory Drift Contours for Idealized Forward Directivity Pulses Using “Modified Fish-Bone” Models. Dans: Advances in Structural Engineering, v. 18, n. 5 (mai 2015).

    https://doi.org/10.1260/1369-4332.18.5.603

  15. Kojima (2017), "Critical earthquake response of a SDOF elastic-perfectly plastic model with viscous damping under double impulse as a substitute of near-fault ground motion" in J. Struct. Construct. Eng., v. 735 (2017), p. 643

    https://doi.org/10.3130/aijs.82.643

  16. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 1). Fling-Step Input. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00012

  17. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 2). Forward-Directivity Input. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00013

  18. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00015

  19. Kojima (2016), "Closed-form critical earthquake response of elastic-plastic structures with bilinear hysteresis under near-fault ground motions" in J. Struct. Construct. Eng., v. 726 (2016), p. 1209

    https://doi.org/10.3130/aijs.81.1209

  20. Liu (2000), "The steady loops of SDOF perfectly elastoplastic structures under sinusoidal loadings" in J. Mar. Sci. Technol., v. 8 (2000), p. 50
  21. Makris, Nicos / Black, Cameron J. (2004): Dimensional Analysis of Bilinear Oscillators under Pulse-Type Excitations. Dans: Journal of Engineering Mechanics (ASCE), v. 130, n. 9 (septembre 2004).

    https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1019)

  22. Mavroeidis, G. P. / Dong, G. / Papageorgiou, A. S. (2004): Near-fault ground motions, and the response of elastic and inelastic single-degree-of-freedom(SDOF) systems. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 9 (25 juillet 2004).

    https://doi.org/10.1002/eqe.391

  23. Mavroeidis (2003), "A mathematical representation of near-fault ground motions" in Bull. Seism. Soc. Am., v. 93 (2003), p. 1099

    https://doi.org/10.1785/0120020100

  24. Nabeshima, Kunihiko / Taniguchi, Ryo / Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Overturning Limit of Rigid Block under Critical Near-Fault Ground Motions. Dans: Frontiers in Built Environment, v. 2 (janvier 2017).

    https://doi.org/10.3389/fbuil.2016.00009

  25. Roberts (1990), "Random Vibration and Statistical Linearization"
  26. Sasani (2000), ""Importance of severe pulse-type ground motions in performance-based engineering: historical and critical review,”"
  27. Takewaki (2007), "Critical Excitation Methods in Earthquake Engineering", p. 2013
  28. Takewaki, I. / Murakami, S. / Fujita, K. / Yoshitomi, S. / Tsuji, M. (2011): The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 11 (novembre 2011).

    https://doi.org/10.1016/j.soildyn.2011.06.001

  29. Taniguchi (2017), "Closed-form rocking vibration of rigid block under critical and non-critical double impulse" in Int. J. Earthquake Impact Eng., v. 2 (2017), p. 32

    https://doi.org/10.1504/IJEIE.2017.083708

  30. Vassiliou, Michalis F. / Mackie, Kevin R. / Stojadinović, Božidar (2017): finite element model for seismic response analysis of deformable rocking frames. Dans: Earthquake Engineering and Structural Dynamics, v. 46, n. 3 (mars 2017).

    https://doi.org/10.1002/eqe.2799

Publicité

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  • Reference-ID
    10379362
  • Publié(e) le:
    11.11.2019
  • Modifié(e) le:
    11.11.2019