Subjected to Far-Field and Near-Field Ground Motions,” J. Struct. Eng., vol. 148, no. 9, p. 4022134, 2022.
[2] M. J. E. Majumerd, E. M. Dehcheshmeh, V. Broujerdian, and S. Moradi, “Self-centering rocking dual-core braced frames with buckling-restrained fuses,” J. Constr. Steel Res., vol. 194, p. 107322, 2022.
[3] M. J. Ebrahimi Majumerd and others, “Feasibility study of using endurance time method for seismic evaluation of self-centering buckling restrained braced frame (SC-BRC-BF),” Modares Civ. Eng. J., vol. 22, no. 2, p. 0, 2022.
[4] M. Rafiei Mohammadi, V. Broujerdian, and E. Mohammadi Dehcheshmeh, “Optimized design of bi-rocking steel braced frames; changing second rocking joint location,” Sharif J. Civ. Eng., 2023, doi: 10.24200/j30.2022.61242.3156.
[5] E. Mohammadi Dehcheshmeh and V. Broujerdian, “Seismic Design Coefficients of Self-Centering Multiple Rocking Walls Subjected to Effect of Far and Near-Field Earthquakes,” Civ. Infrastruct. Res., vol. 7, no. Issue 1 (In progress), 2021, doi: 10.22091/cer.2021.7025.1257.
[6] J. Wang and W. Zhou, “Experimental and numerical response of unbonded post-tensioned rocking wall under lateral cyclic loading,” J. Build. Eng., p. 105827, 2023.
[7] G. W. Housner, “The behavior of inverted pendulum structures during earthquakes,” Bull. Seismol. Soc. Am., vol. 53, no. 2, pp. 403–417, 1963.
[8] M. Aslam, W. G. Godden, and D. T. Scalise, “Earthquake rocking response of rigid bodies,” J. Struct. Div., vol. 106, no. 2, pp. 377–392, 1980.
[9] M. J. N. Priestley, “Overview of PRESSS research program,” PCI J., vol. 36, no. 4, pp. 50–57, 1991.
[10] J. I. Restrepo, J. Mander, and T. J. Holden, “New generation of structural systems for earthquake resistance,” in NZSEE 2001 Conference, 2001.
[11] F. J. Perez, S. Pessiki, and R. Sause, “Seismic Design of Unbonded Concrete Walls with Vertical Joint Connectors,” PCI J., vol. 49, no. 1, pp. 58–79, 2004, doi: 10.15554/pcij.01012004.58.79.
[12] R. S. Henry, S. Sritharan, and J. M. Ingham, “Finite element analysis of the PreWEC self-centering concrete wall system,” Eng. Struct., vol. 115, pp. 28–41, 2016, doi: 10.1016/j.engstruct.2016.02.029.
[13] R. S. Henry, S. Sritharan, and J. M. Ingham, “Residual drift analyses of realistic self-centering concrete wall systems,” Earthq. Struct., vol. 10, no. 2, pp. 409–428, 2016, doi: 10.12989/eas.2016.10.2.409.
[14] M. Sadeghi, F. Jandaghi Alaee, H. A. Bengar, and A. Jafari, “Hysteresis Behavior of Hybrid Rocking Walls: An Analytical Method,” Pract. Period. Struct. Des. Constr., vol. 28, no. 1, p. 4022064, 2023.
[15] M. Sadeghi, F. Jandaghi Alaee, H. Akbarzadeh Bengar, and A. Jafari, “Evaluating the efficiency of supplementary rebar system in improving hysteretic damping of self-centering rocking walls,” Bull. Earthq. Eng., vol. 20, no. 11, pp. 6075–6107, 2022.
[16] N. Abbasi, H. Akbarzadeh Bengar, A. Jafari, and M. Nazari, “Numerical modeling of seismic response and damage estimation of concrete rocking walls under seismic loading,” Sharif J. Civ. Eng., vol. 37, no. 2.2, pp. 35–45, 2021.
[17] X. Lu, B. Yang, and B. Zhao, “Shake-table testing of a self-centering precast reinforced concrete frame with shear walls,” Earthq. Eng. Eng. Vib., vol. 17, no. 2, pp. 221–233, 2018, doi: 10.1007/s11803-018-0436-y.
[18] T. Sun, Y. C. Kurama, P. Zhang, and J. Ou, “Linear-elastic lateral load analysis and seismic design of pin-supported wall-frame structures with yielding dampers,” Earthq. Eng. Struct. Dyn., vol. 47, no. 4, pp. 988–1013, 2018, doi: 10.1002/eqe.3002.
[19] G. Wu, D.-C. Feng, and C.-L. Wang, “Prefabricated Rocking Wall Structural System,” in Novel Precast Concrete Structure Systems, Springer, 2023, pp. 199–228.
[20] G. Guo, L. Qin, D. Yang, and Y. Liu, “Dimensional response analysis of rocking wall-frame building structures with control devices subjected to near-fault pulse-like ground motions,” Eng. Struct., vol. 220, p. 110842, 2020.
[21] A. A. Shahmansouri, H. Akbarzadeh Bengar, and A. Jafari, “Modeling the lateral behavior of concrete rocking walls using multi-objective neural network,” J. Concr. Struct. Mater., vol. 5, no. 2, pp. 110–128, 2020.
[22] V. Broujerdian and E. Mohammadi Dehcheshmeh, “Development of fragility curves for self-centering base-rocking walls subjected to far and near field ground motions,” Sharif J. Civ. Eng., 2021, doi: 10.24200/j30.2021.57279.2897.
[23] V. Broujerdian and E. Mohammadi Dehcheshmeh, “Investigation of the Behavior of Self-Centering Base- and Double- Rocking Walls Subjected to Far-Field and Near-Field Earthquakes,” Ferdowsi Civ. Eng., 2021, doi: 10.22067/jfcei.2021.68094.1008.
[24] E. Mohammadi Dehcheshmeh and V. Broujerdian, “Determination of optimal behavior of self-centering multiple-rocking walls subjected to far-field and near-field ground motions,” J. Build. Eng., p. 103509, 2022, doi: https://doi.org/10.1016/j.jobe.2021.103509.
[25] V. Broujerdian and E. Mohammadi Dehcheshmeh, “Locating the rocking section in self-centering bi-rocking walls to achieve the best seismic performance,” Bull. Earthq. Eng., 2022, doi: 10.1007/s10518-022-01325-y.
[26] E. Mohammadi Dehcheshmeh and V. Broujerdian, “The effects of rotational components of near-fault earthquakes on self-centering base-rocking walls,” Bull. Earthq. Sci. Eng., 2021.
[27] E. Mohammadi Dehcheshmeh and V. Broujerdian, “Investigation of the leaning column effect on estimating of the responses of self-centering base-rocking walls under far-and near-field ground motions,” Civ. Infrastruct. Res., 2022.
[28] L. Wiebe and C. Christopoulos, “Mitigation of higher mode effects in base-rocking systems by using multiple rocking sections,” J. Earthq. Eng., vol. 13, no. 1 SUPPL. 1, pp. 83–108, 2009, doi: 10.1080/13632460902813315.
[29] M. Khanmohammadi and S. Heydari, “Seismic behavior improvement of reinforced concrete shear wall buildings using multiple rocking systems,” Eng. Struct., vol. 100, pp. 577–589, 2015, doi: 10.1016/j.engstruct.2015.06.043.
[30] D. Pennucci, G. M. Calvi, and T. J. Sullivan, “Displacement‐based design of precast walls with additional dampers,” J. Earthq. Eng., vol. 13, no. S1, pp. 40–65, 2009.
[31] J. I. Restrepo and A. Rahman, “Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators,” J. Struct. Eng., vol. 133, no. 11, pp. 1560–1570, 2007, doi: 10.1061/(ASCE)0733-9445(2007)133:11(1560).
[32] FEMA, FEMA P695 :Quantification of building seismic performance factors. US Department of Homeland Security, FEMA, 2009.
[33] M. Archila, “Directionality effects of pulse-like near field ground motions on seismic response of tall buildings.” University of British Columbia, 2014.
[34] ASCE/SEI 7, “Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10).,” 2010.
[35] F. C. Blebo and D. A. Roke, “Seismic-resistant self-centering rocking core system with buckling restrained columns,” Eng. Struct., vol. 173, pp. 372–382, 2018.
[36] A. Farzinpour, E. Mohammadi Dehcheshmeh, V. Broujerdian, S. Nasr Esfahani, and A. H. Gandomi, “Efficient boosting-based algorithms for shear strength prediction of squat RC walls,” Case Stud. Constr. Mater., vol. 18, p. e01928, 2023, doi: https://doi.org/10.1016/j.cscm.2023.e01928.