Year 2021,
Volume: 2 Issue: 1, 16 - 28, 30.06.2021
Hossameldeen Mohamed
,
Ghada Elyamany
Eehab Khalıl
References
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- [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.
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[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.
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Seismic Pounding Between Adjacent Buildings: A Review
Year 2021,
Volume: 2 Issue: 1, 16 - 28, 30.06.2021
Hossameldeen Mohamed
,
Ghada Elyamany
Eehab Khalıl
Abstract
The collision between adjacent buildings with an insufficient seismic separation distance has been reported after earthquakes. This collision between adjacent buildings, commonly referred to as earthquake-induced pounding, entails huge damages to the involved buildings. The main cause of damage was interpreted to the developed impact forces between colliding buildings. The intensity of the impact force relies on many factors, therefore, a significant research effort was found to address this issue from different perspectives. This paper presents a summary of the main research conducted in the context of structural pounding namely, field observations, experimental and numerical studies. The main recommendations and results of each category have been highlighted and insights for future research are provided.
References
- [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.
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- [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.
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- [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).
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- [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.
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- [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.
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- [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.
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