EVALUATION OF THE POUNDING FORCES DURING EARTHQUAKE USING EXPLICIT DYNAMIC TIME INTEGRATION METHOD

[1] Anagnostopoulos, S. A. (1988). Pounding of buildings in series during earthquakes. Earthquake Engineering and Structural Dynamics. 16, 443-456. 10.1002/eqe.4290160311Search in Google Scholar

[2] Mate N. U., Bakre S. V., Jaiswal O. R. (2012). Comparative Study of Impact Simulation Models for Linear Elastic Structures in Seismic Pounding. Proceedings of the fifthteenth world conference on earthquake engineering. Lisbon, Portugal Search in Google Scholar

[3] Mate N. U., Bakre S. V., Jaiswal O. R. (2014). Seismic pounding of adjacent linear elastic buildings with various contact mechanisms for impact simulation. Asian journal of civil engineering. vol. 16, no. 3, 383-415 Search in Google Scholar

[4] Jankowski R. (2004). Non-linear viscoelastic model of structural pounding. 13th World Conference on Earthquake Engineering Vancouver, Canada. Paper No. 3082 Search in Google Scholar

[5] Mahmoud S., Jankowski R. (2011). Modified Linear Viscoelastic model of earthquake-induced structural pounding. IJST, Transactions of Civil and Environmental Engineering. Vol. 35, 51-62 Search in Google Scholar

[6] Jankowski R. (2007). Theoretical and experimental assessment of parameters for the non-linear viscoelastic model of structural pounding. Journal of theoretical and applied mechanics. Vol. 4, 931-942 Search in Google Scholar

[7] Jankowski R., Mahmoud S. (2015) Earthquake-Induced Structural Pounding. Switzerland: Springer International Publishing. 10.1007/978-3-319-16324-6Search in Google Scholar

[8] Salam S. A., Eraky A., Mottaleb H. A., Abdo A. (2015). Pounding Control of Structures Using Base Isolation. International Journal of Engineering and Innovative Technology (IJEIT). Vol. 4, Issue 9, 171-177 Search in Google Scholar

[9] Barros R. C., Khatami S. M. (2012). Seismic Response Effect of Shear Walls in Reducing Pounding Risk of Reinforced Concrete Buildings Subjected to Near-Fault Ground Motions. Proceedings of the fifthteenth world conference on earthquake engineering. Lisbon, PortugalSearch in Google Scholar

[10] Polycarpou P., Komodromos P. (2013) On the numerical simulation of structural pounding in three Dimensions. World Congress on Advances in Structural Engineering and Mechanics (ASEM13), Jeju, Korea Search in Google Scholar

[11]Yang Y. , Li S., Xie L. (2008). Research on collision of beam-type structures based on hertz-damp model , The 14 th World Conference on Earthquake Engineering, Beijing, China Search in Google Scholar

[12] Efraimiadou S., Hatzigeorgiou G. D., Beskos D. E. (2012). Structural pounding between adjacent buildings: The effects of different structures configurations and multiple earthquakes. Proceedings of the fifthteenth world conference on earthquake engineering. Lisbon, Portugal Search in Google Scholar

[13]Arpitha K, Umadewi R., (2016). Effect of seismic pounding between reinforced concrete buildings. International Journal of Latest Trends in Engineering and Technology (IJLTET). Vol. 7 issue 2, 576-583 Search in Google Scholar

[14]Raheem S. E. A. (2006). Seismic Pounding between Adjacent Building Structures. Electronic Journal of Structural Engineering. Vol. 6, 66-74 Search in Google Scholar

[15]Ehab M., Salem H., Mostafa H., Yehia N. (2014). Earthquake Pounding Effect on Adjacent Reinforced Concrete Buildings. International Journal of Computer Applications. Vol. 106 ,No.9, 27-34 Search in Google Scholar

[16] Chopra A.K. (2007). Dynamics of structures. Pearson Education, [17] Goldsmith W. (1960). Impact. The Theory and physical behavior of colliding solids. London: Edward Arnold LTD Search in Google Scholar