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Original Articles

Effect of the arc-surfaced dampers on the collapse probability induced by pulse-like earthquakes

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Pages 5653-5673 | Received 14 May 2020, Accepted 05 Apr 2021, Published online: 26 Apr 2021

References

  • ACI 374. (2005). Acceptance criteria for moment frames based on structural testing and commentary (ACI-374), 0870311999. American Concrete Institute.
  • Aiken, I. D., & Kelly, J. M. (1990). Earthquake simulator testing and analytical studies of two energy-absorbing systems for multistory structures, Report No. UCB/ EERC-09/03, University of California, Berkeley, CA.
  • Alavi, B., & Krawinkler, H. (2001). Effects of near-fault ground motions on frame structures. John A. Blume Earthquake Engineering Center.
  • Anoushehei, M., Daneshjoo, F., Mahboubi, S., & Khazaeli, S. (2017). Experimental investigation on hysteretic behavior of rotational friction dampers with new friction materials. Steel and Composite Structures, 24(2), 239–248.
  • BHRC. (2014). Iranian code of practice for seismic resistant design of buildings, Standard No. 2800-94. Building and Housing Research Center.
  • Cao, L., Downey, A., Laflamme, S., Taylor, D., & Ricles, J. (2015). Variable friction device for structural control based on duo-servo vehicle brake: Modeling and experimental validation. Journal of Sound and Vibration, 348, 41–56. https://doi.org/10.1016/j.jsv.2015.03.011
  • Castaldo, P., & Alfano, G. (2020). Seismic reliability-based design of hardening and softening structures isolated by double concave sliding devices. Soil Dynamics and Earthquake Engineering, 129, 105930. https://doi.org/10.1016/j.soildyn.2019.105930
  • Castaldo, P., Gino, D., & Mancini, G. (2019). Safety formats for non-linear finite element analysis of reinforced concrete structures: Discussion, comparison and proposals. Engineering Structures, 193, 136–153. https://doi.org/10.1016/j.engstruct.2019.05.029
  • Castaldo, P., & Tubaldi, E. (2018). Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures. Soil Dynamics and Earthquake Engineering, 104, 346–364. https://doi.org/10.1016/j.soildyn.2017.09.025
  • Chopra, A. K. (2017). Dynamics of structures: Theory and applications to earthquake engineering.
  • Dai, H., Liu, Z., & Wang, W. (2012). Structural passive control on electromagnetic friction energy dissipation device. Thin-Walled Structures, 58, 1–8. https://doi.org/10.1016/j.tws.2012.03.017
  • Downey, A., Cao, L., Laflamme, S., Taylor, D., & Ricles, J. (2016). High capacity variable friction damper based on band brake technology. Engineering Structures, 113, 287–298. https://doi.org/10.1016/j.engstruct.2016.01.035
  • Eldin, M. N., Kim, J., & Kim, J. (2018). Optimum distribution of steel slit-friction hybrid dampers based on life cycle cost. Steel and Composite Structures, 27(5), 633–646.
  • Engen, M., Hendriks, M. A., Köhler, J., Øverli, J. A., & Åldstedt, E. (2017). A quantification of the modelling uncertainty of non-linear finite element analyses of large concrete structures. Structural Safety, 64, 1–8. https://doi.org/10.1016/j.strusafe.2016.08.003
  • Fema P695. (2009). Quantification of building seismic performance factors. Federal Emergency Management Agency.
  • Gaul, L., Hurlebaus, S., Wirnitzer, J., & Albrecht, H. (2008). Enhanced damping of lightweight structures by semi-active joints. Acta Mechanica, 195(1–4), 249–261. https://doi.org/10.1007/s00707-007-0547-4
  • Gerami, M., & Abdollahzadeh, D. (2015). Vulnerability of steel moment‐resisting frames under effects of forward directivity. The Structural Design of Tall and Special Buildings, 24(2), 97–122. https://doi.org/10.1002/tal.1156
  • Grigorian, C. E., Yang, T. S., & Popov, E. P. (1993). Slotted bolted connection energy dissipators. Earthquake Spectra, 9(3), 491–504. https://doi.org/10.1193/1.1585726
  • Haselton, C. B., & Center, P. E. E. R. (2008). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. Pacific Earthquake Engineering Research Center.
  • Haselton, C. B., Goulet, C. A., Mitrani-Reiser, J., Beck, J. L., Deierlein, G. G., Porter, K. A., Stewart, J. P., & Taciroglu, E. (2008). An assessment to benchmark the seismic performance of a code-conforming reinforced-concrete moment-frame building (r(2007/1)). Pacific Earthquake Engineering Research Cente.
  • Ibarra, L. F., & Krawinkler, H. (2005). Global collapse of frame structures under seismic excitations. Pacific Earthquake Engineering Research Center.
  • Law, S. S., Wu, Z. M., & Chan, S. L. (2006). Analytical model of a slotted bolted connection element and its behaviour under dynamic load. Journal of Sound and Vibration, 292(3–5), 777–787. https://doi.org/10.1016/j.jsv.2005.09.028
  • Lee, C. H., Ryu, J., Oh, J., Yoo, C. H., & Ju, Y. K. (2016). Friction between a new low-steel composite material and milled steel for SAFE Dampers. Engineering Structures, 122, 279–295. https://doi.org/10.1016/j.engstruct.2016.04.056
  • Mazzoni, S., McKenna, F., Scott, M. H., & Fenves, G. L. (2006). OpenSees command language manual. Pacific Earthquake Engineering Research (PEER) Center, 264.
  • Mirtaheri, M., Amini, M., & Rad, M. D. (2017). The effect of mainshock-aftershock on the residual displacement of buildings equipped with cylindrical frictional damper. Earthquakes and Structures, 12(5), 515–527.
  • Mirtaheri, M., Zandi, A. P., Samadi, S. S., & Samani, H. R. (2011). Numerical and experimental study of hysteretic behavior of cylindrical friction dampers. Engineering Structures, 33(12), 3647–3656. https://doi.org/10.1016/j.engstruct.2011.07.029
  • Monir, H. S., & Zeynali, K. (2013). A modified friction damper for diagonal bracing of structures. Journal of Constructional Steel Research, 87, 17–30. https://doi.org/10.1016/j.jcsr.2013.04.004
  • Mualla, I., & Belev, B. (2017). Overview of recent projects implementing rotational friction dampers [Paper presentation].16th World Conference on Earthquake Engineering, Santiago, Chile.
  • Mualla, I. H., & Belev, B. (2002). Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures, 24(3), 365–371. https://doi.org/10.1016/S0141-0296(01)00102-X
  • Nabid, N., Hajirasouliha, I., & Petkovski, M. (2017). A practical method for optimum seismic design of friction wall dampers. Earthquake Spectra, 33(3), 1033–1052. https://doi.org/10.1193/110316eqs190m
  • Naeim, F. (1989). The seismic design handbook. Chapman & Hall.
  • Ozbulut, O. E., & Hurlebaus, S. (2011). Re-centering variable friction device for vibration control of structures subjected to near-field earthquakes. Mechanical Systems and Signal Processing, 25(8), 2849–2862. https://doi.org/10.1016/j.ymssp.2011.04.017
  • Pall, A. S., Marsh, C., & Fazio, P. (1980). Friction joints for seismic control of large panel structures. Journal - Prestressed Concrete Institute, 25(6), 38–61.
  • Samani, H. R., Mirtaheri, M., & Zandi, A. P. (2015). Experimental and numerical study of a new adjustable frictional damper. Journal of Constructional Steel Research, 112, 354–362. https://doi.org/10.1016/j.jcsr.2015.05.019
  • Tirca, L., Serban, O., Tremblay, R., Jiang, Y., & Chen, L. (2018). Seismic design, analysis and testing of a friction steel braced frame system for multi-storey buildings in Vancouver. Key engineering materials. Trans Tech Publications.
  • Wang, G., Wang, Y., Yuan, J., Yang, Y., & Wang, D. (2017). Modeling and experimental investigation of a novel arc-surfaced frictional damper. Journal of Sound and Vibration, 389, 89–100. https://doi.org/10.1016/j.jsv.2016.11.019
  • Wu, B., Zhang, J., Williams, M. S., & Ou, J. (2005). Hysteretic behavior of improved Pall-typed frictional dampers. Engineering Structures, 27(8), 1258–1267. https://doi.org/10.1016/j.engstruct.2005.03.010

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