___

• [1] J. Aguilar, H. Juárez, R. Ortega, and J. Iglesias, "The Mexico Earthquake of September 19, 1985—Statistics of Damage and of Retrofitting Techniques in Reinforced Concrete Buildings Affected by the 1985 Earthquake," Earthquake Spectra, vol. 5, no. 1, pp. 145-151, 1989/02/01 1989, doi: 10.1193/1.1585516.
• [2] G. L. Cole, R. P. Dhakal, and F. M. Turner, "Building pounding damage observed in the 2011 Christchurch earthquake," Earthquake Engineering & Structural Dynamics, vol. 41, no. 5, pp. 893-913, 2012-04-25 2012, doi: 10.1002/eqe.1164.
• [3] B. Shrestha and H. Hao, "Building Pounding Damages Observed during the 2015 Gorkha Earthquake," Journal of Performance of Constructed Facilities, vol. 32, no. 2, p. 04018006, 2018/04/01 2018, doi: 10.1061/(ASCE)CF.1943-5509.0001134.
• [4] B. Sołtysik and R. Jankowski, "Building damage due to structural pounding during earthquakes," Journal of Physics: Conference Series, vol. 628, no. 1, p. 012040, 2015. [Online]. Available: http://stacks.iop.org/1742-6596/628/i=1/a=012040.
• [5] S. M. Khatami, H. Naderpour, R. C. Barros, A. Jakubczyk-Gałczyńska, and R. Jankowski, "Determination of peak impact force for buildings exposed to structural pounding during earthquakes," Geosciences, vol. 10, no. 1, p. 18, Jan 2020, doi: ARTN 18 10.3390/geosciences10010018.
• [6] F. Kazemi, M. Miari, and R. Jankowski, "Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs," Bulletin of Earthquake Engineering, 2020/11/06 2020, doi: 10.1007/s10518-020-00985-y.
• [7] F. Bamer, N. Strubel, J. Shi, and B. Markert, "A visco-elastoplastic pounding damage formulation," Engineering Structures, vol. 197, p. 109373, 2019/10/15/ 2019, doi: https://doi.org/10.1016/j.engstruct.2019.109373.
• [8] S. E. Abdel Raheem, M. Y. M. Fooly, A. G. A. Abdel Shafy, A. M. Taha, Y. A. Abbas, and M. M. S. Abdel Latif, "Numerical simulation of potential seismic pounding among adjacent buildings in series," Bulletin of Earthquake Engineering, vol. 17, no. 1, pp. 439-471, 2019/01/01 2019, doi: 10.1007/s10518-018-0455-0.
• [9] H. Elwardany, A. Seleemah, R. Jankowski, and S. El-khoriby, "Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels," Bulletin of Earthquake Engineering, vol. 17, no. 11, pp. 6165-6202, 2019/11/01 2019, doi: 10.1007/s10518-019-00713-1.
• [10] A. Kharazian and F. López-Almansa, "State-of-the-Art of Research on Seismic Pounding Between Buildings with Aligned Slabs," Archives of Computational Methods in Engineering, vol. 26, no. 2, pp. 327-345, 2019/04/01 2019, doi: 10.1007/s11831-017-9242-3.
• [11] M. Naeej, J. Vaseghi Amiri, and S. G. Jalali, "Stochastic Analysis of Adjacent Structures Subjected to Structural Pounding under Earthquake Excitation," Journal of Rehabilitation in Civil Engineering, vol. 7, no. 3, pp. 153-165, 2019.
• [12] Y. Yang and S. Li, "Development of a Refined Analysis Method for Earthquake-Induced Pounding between Adjacent RC Frame Structures," Sustainability, vol. 11, no. 18, p. 4928, Sep 2019, doi: ARTN 4928 10.3390/su11184928.
• [13] H. Hao, "Analysis of seismic pounding between adjacent buildings," Australian Journal of Structural Engineering, vol. 16, no. 3, pp. 208-225, 2015.
• [14] R. Jankowski, A. Seleemah, S. El-Khoriby, and H. Elwardany, "Experimental study on pounding between structures during damaging earthquakes," in Key Engineering Materials, 2015, vol. 627: Trans Tech Publ, pp. 249-252.
• [15] L. L. Cui, A. X. Guo, and H. Li, "Investigation of the Parameters of Hertz Impact Model for the Pounding Analysis of Highway Bridge," Procedia Engineering, vol. 14, pp. 2773-2778, 2011/01/01/ 2011, doi: https://doi.org/10.1016/j.proeng.2011.07.349.
• [16] G. Cole, R. Dhakal, A. Carr, and D. Bull, "Building pounding state of the art: Identifying structures vulnerable to pounding damage," presented at the NZSEE Conference, New Zealand, 2010.
• [17] A. Rezavandi and A. S. Moghadam, "Experimental and Numerical Study on Pounding Effects and Mitigation Techniques for Adjacent Structures," Advances in Structural Engineering, vol. 10, no. 2, pp. 121-134, 2007/04/01 2007, doi: 10.1260/136943307780429752.
• [18] A. Filiatrault, P. Wagner, and S. Cherry, "An experimental study on the seismic pounding of buildings," in Eleventh World Conference on Earthquake Engineering, 1996.
• [19] A. Filiatrault, P. Wagner, and S. Cherry, "Analytical prediction of experimental building pounding," Earthquake Engineering & Structural Dynamics, vol. 24, no. 8, pp. 1131-1154, 1995, doi: 10.1002/eqe.4290240807.
• [20] K. Kasai and B. F. Maison, "Building pounding damage during the 1989 Loma Prieta earthquake," Engineering structures, vol. 19, no. 3, pp. 195-207, 1997.
• [21] V. V. Bertero, "Observations on structural pounding," 1987 1987: ASCE, pp. 264-278.
• [22] C. P. Pantelides and X. Ma, "Linear and nonlinear pounding of structural systems," Computers & Structures, vol. 66, no. 1, pp. 79-92, 1998-01-01 1998, doi: 10.1016/s0045-7949(97)00045-x.
• [23] G. Berg and H. Degenkolb, "Engineering lessons from the Managua earthquake," American Iron and Steel Institute Report, 1973.
• [24] V. V. Bertero and R. G. Collins, Investigation of the failures of the Olive View stairtowers during the San Fernando earthquake and their implications on seismic design. Earthquake Engineering Research Center, University of California, 1973.
• [25] L. L. Chung, W. Y. Jean, Y. K. Yeh, S. J. Hwang, and K. C. Tsai, "Seismic upgrading of compulsory school buildings in Taiwan," 2007 2007.
• [26] A. S. Elnashai and L. Di Sarno, Fundamentals of earthquake engineering: from source to fragility. John Wiley & Sons, 2015.
• [27] B. Sołtysik and R. Jankowski, "Non-linear strain rate analysis of earthquake-induced pounding between steel buildings," International Journal of Earth Sciences and Engineering, vol. 6, pp. 429-433, 2013.
• [28] E. Sayın et al., "24 January 2020 Sivrice-Elazığ, Turkey earthquake: geotechnical evaluation and performance of structures," Bulletin of Earthquake Engineering, vol. 19, no. 2, pp. 657-684, 2021-01-01 2021, doi: 10.1007/s10518-020-01018-4.
• [29] V. Jeng and W. L. Tzeng, "Assessment of seismic pounding hazard for Taipei City," Engineering Structures, vol. 22, no. 5, pp. 459-471, 2000/05/01/ 2000, doi: https://doi.org/10.1016/S0141-0296(98)00123-0.
• [30] G. M. Mier, F. Pruijssers, W. Reinhardt, and T. Monnier, "Load‐Time Response of Colliding Concrete Bodies," Journal of Structural Engineering, vol. 117, no. 2, pp. 354-374, 1991/02/01 1991, doi: 10.1061/(ASCE)0733-9445(1991)117:2(354).
• [31] M. Papadrakakis and H. P. Mouzakis, "Earthquake simulator testing of pounding between adjacent buildings," Earthquake Engineering & Structural Dynamics, https://doi.org/10.1002/eqe.4290240604 vol. 24, no. 6, pp. 811-834, 1995/06/01 1995, doi: https://doi.org/10.1002/eqe.4290240604.
• [32] K. T. Chau, X. X. Wei, X. Guo, and C. Y. Shen, "Experimental and theoretical simulations of seismic poundings between two adjacent structures," Earthquake Engineering & Structural Dynamics, vol. 32, no. 4, pp. 537-554, 2003-04-10 2003, doi: 10.1002/eqe.231.
• [33] R. Jankowski, K. Wilde, and Y. Fujino, "Pounding of superstructure segments in isolated elevated bridge during earthquakes," Earthquake Engineering & Structural Dynamics, https://doi.org/10.1002/(SICI)1096-9845(199805)27:5<487::AID-EQE738>3.0.CO;2-M vol. 27, no. 5, pp. 487-502, 1998/05/01 1998, doi: https://doi.org/10.1002/(SICI)1096-9845(199805)27:5<487::AID-EQE738>3.0.CO;2-M.
• [34] R. Jankowski, "Non-linear viscoelastic modelling of earthquake-induced structural pounding," Earthquake Engineering & Structural Dynamics, vol. 34, no. 6, pp. 595-611, 2005/05/01 2005, doi: 10.1002/eqe.434.
• [35] S. Mahmoud and R. Jankowski, "Modified linear viscoelastic model of earthquake-induced structural pounding," 2011.
• [36] S. Muthukumar and R. DesRoches, "A Hertz contact model with non-linear damping for pounding simulation," Earthquake Engineering & Structural Dynamics, https://doi.org/10.1002/eqe.557 vol. 35, no. 7, pp. 811-828, 2006/06/01 2006, doi: https://doi.org/10.1002/eqe.557.
• [37] W. Goldsmith, "Impact: The theory and physical behaviour of colliding solids." Edward Arnold: London, U.K.: JSTOR, 1961.
• [38] R. Jankowski, "Letter to the Editor: Discussion on the Paper “State-of-the-Art of Research on Seismic Pounding Between Buildings with Aligned Slabs”," Archives of Computational Methods in Engineering, vol. 26, no. 3, pp. 531-532, 2019/07/01 2019, doi: 10.1007/s11831-018-9254-7.
• [39] S. A. Anagnostopoulos and K. V. Spiliopoulos, "An investigation of earthquake induced pounding between adjacent buildings," Earthquake Engineering & Structural Dynamics, https://doi.org/10.1002/eqe.4290210402 vol. 21, no. 4, pp. 289-302, 1992/01/01 1992, doi: https://doi.org/10.1002/eqe.4290210402.
• [40] S. A. Anagnostopoulos, "Pounding of buildings in series during earthquakes," Earthquake Engineering & Structural Dynamics, https://doi.org/10.1002/eqe.4290160311 vol. 16, no. 3, pp. 443-456, 1988/04/01 1988, doi: https://doi.org/10.1002/eqe.4290160311. [41] K. T. Chau and X. X. Wei, "Pounding of structures modelled as non-linear impacts of two oscillators," Earthquake Engineering & Structural Dynamics, vol. 30, no. 5, pp. 633-651, 2001-05-01 2001, doi: 10.1002/eqe.27.
• [42] R. Jankowski, "Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding," Earthquake Engineering & Structural Dynamics, vol. 35, no. 4, pp. 517-524, 2006-04-10 2006, doi: 10.1002/eqe.537.
• [43] J. Azevedo and R. Bento, "Design criteria for buildings subjected to pounding," in Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, 1996, pp. 23-28.
• [44] J.-H. Lin and C.-C. Weng, "Probability analysis of seismic pounding of adjacent buildings," Earthquake Engineering & Structural Dynamics, vol. 30, no. 10, pp. 1539-1557, 2001-10-01 2001, doi: 10.1002/eqe.78.
• [45] M. Khatami, M. Gerami, A. Kheyroddin, and N. Siahpolo, "The effect of the mainshock–aftershock on the estimation of the separation gap of regular and irregular adjacent structures with the soft story," Journal of Earthquake and Tsunami, DOI: https://doi. org/10.1142 S, 2019.
• [46] M. J. Favvata, "Minimum required separation gap for adjacent RC frames with potential inter-story seismic pounding," Engineering Structures, vol. 152, no. Supplement C, pp. 643-659, 2017/12/01/ 2017, doi: https://doi.org/10.1016/j.engstruct.2017.09.025.
• [47] A. Filiatrault and M. Cervantes, "Separation between buildings to avoid pounding during earthquakes," Canadian Journal of Civil Engineering, vol. 22, no. 1, pp. 164-179, 1995/02/01 1995, doi: 10.1139/l95-015.
• [48] S. M. Khatami, H. Naderpour, A. Mortezaei, S. M. Nazem Razavi, N. Lasowicz, and R. Jankowski, "Effective Gap Size Index for Determination of Optimum Separation Distance Preventing Pounding between Buildings during Earthquakes," Applied Sciences, vol. 11, no. 5, p. 2322, 2021-03-05 2021, doi: 10.3390/app11052322.
• [49] S. E. A. Raheem et al., "Seismic pounding effects on adjacent buildings in series with different alignment configurations," Steel and Composite Structures, vol. 28, no. 3, pp. 289-308, Aug 10 2018, doi: 10.12989/scs.2018.28.3.289.
• [50] F. Mohamed Nazri, M. A. Miari, M. M. Kassem, C.-G. Tan, and E. N. Farsangi, "Probabilistic Evaluation of Structural Pounding Between Adjacent Buildings Subjected to Repeated Seismic Excitations," Arabian Journal for Science and Engineering, vol. 44, no. 5, pp. 4931-4945, 2019-05-01 2019, doi: 10.1007/s13369-018-3666-4.
• [51] A. A. Farghaly, "Seismic analysis of adjacent buildings subjected to double pounding considering soil–structure interaction," International Journal of Advanced Structural Engineering, vol. 9, no. 1, pp. 51-62, 2017-03-01 2017, doi: 10.1007/s40091-017-0148-y.
• [52] Q.-Y. Wu, H.-P. Zhu, and X.-Y. Chen, "Seismic fragility analysis of adjacent inelastic structures connected with viscous fluid dampers," Advances in Structural Engineering, vol. 20, no. 1, pp. 18-33, 2017-01-01 2017, doi: 10.1177/1369433216646000.
• [53] F. Kazemi, B. Mohebi, and R. Jankowski, "Predicting the seismic collapse capacity of adjacent SMRFs retrofitted with fluid viscous dampers in pounding condition," Mechanical Systems and Signal Processing, vol. 161, p. 107939, 2021/12/01/ 2021, doi: https://doi.org/10.1016/j.ymssp.2021.107939.
• [54] M. J. Favvata and C. G. Karayannis, "The Inter-storey Pounding Effect on the Seismic Behaviour of Infilled and Pilotis RC Structures," in Seismic Behaviour and Design of Irregular and Complex Civil Structures, O. Lavan and M. De Stefano Eds., (Geotechnical, Geological and Earthquake Engineering. Dordrecht: Springer Netherlands, 2013, ch. Chapter 7, pp. 87-101