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Influence of Seismic Pounding on RC Buildings with and without Base Isolation System Subject to Near-Fault Ground Motions | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 4، دوره 1، شماره 1، اردیبهشت 2013، صفحه 39-52 اصل مقاله (590.61 K) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2013.4 | ||
| نویسندگان | ||
| Rui C. Barros1؛ H. Naderpour* 2؛ S.M. Khatami3؛ A. Mortezaei4 | ||
| 1Associate Professor, Faculty of Engineering, University of Porto (FEUP), Porto, Portugal | ||
| 2Assistant Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 3Ph.D. Student, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 4Assistant Professor, Faculty of Engineering, Semnan Branch, Islamic Azad University, Semnan, Iran | ||
| تاریخ دریافت: 28 مرداد 1391، تاریخ بازنگری: 10 دی 1391، تاریخ پذیرش: 18 دی 1391 | ||
| چکیده | ||
| Building pounding occurs between two adjacent buildings with small gap or without sufficient separation distance. It leads to damage buildings during earthquake due to impact. Many researchers have investigated building pounding based on impact force reduction and energy dissipation increase, when two buildings collide with each other. In numerical investigations, using specific link element, impact force is calculated in order to get the proper evaluation of damage for preventing failure of structural elements. In this paper, focusing on numerical investigation, the effectiveness of impact and energy dissipation is studied. For this challenge, two RC structural models are considered to evaluate the pounding to calculate the impact force and finally, to compare the effectiveness of Base Isolation (BI) support against fixed support. A link element is located at the connection level between two studied dynamic models. | ||
| کلیدواژهها | ||
| Pounding؛ Fixed base؛ base isolation؛ RC building؛ Collision؛ Mathematical formulation | ||
| مراجع | ||
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[1] Anagnostopouls, S.A. (1998). “Pounding of building in series during earthquakes”. Earthquake Engineering and Structural Dynamic. Vol. 16, No. 3, pp. 443-456. [2] Bertero, V. (1986). “Observation of structural pounding”. Proceedings of the ASCE International Conference on the 1985 Mexico City Earthquake, ASCE, NY, NY, USA, pp. 264-278. [3] Papadrakakis, M., Mouzakis, H. (1991), “A Lagrange multiplier solution method for pounding of building during earthquake”. Journal of Earthquake Engineering and Structural Dynamic, Vol. 20, pp. 981-998. [4] Filiatrault, A., Wagner, P. (1995). “Analytical prediction of experimental building pounding”. Journal of Earthquake Engineering and Structural Dynamic, Vol. 24, pp. 1131-1154. [5] Kavashima, C.G, Watanaba, K. (2005). “Earthquake Induced Interaction between adjacent reinforced concrete structural with non-equal heights”. Earthquake Engineering and Structural Dynamics, Vol. 34, No. 1, pp. 1-20. [6] Cole., G.L., Dhakal, R.P. (2009). “The effect of diaphragm wave propagation on the analysis of pounding structures”. Proceedings of the 2nd International Conference on Computational Method in Structural Dynamic and Earthquake Engineering (COMPADYN), Paper CD 200.Rhodes. Greece. [7] Barros, R.C., Khatami, S.M. (2012). “Importance of separation distance on building pounding under near-fault ground motion, using the Iranian earthquake code”. Proceedings of the 9th International Congress on Civil Engineering, Isfahan University of Technology (IUT), Isfahan, Iran. [8] Komodromos, P., Polycarpou, P. (2010). “On the numerical simulation of impact for the investigation of earthquake-induced pounding of building”. Proceedings of the Tenth International Conference on Computational Structures Technology, Civil-Comp Press, Stirlingshire, Scotland. [9] Vasconcelos, H. (2011). “Study about collision between reinforced concrete building and comparison of their resistance envelope by push over analysis”. MS.c Thesis, FEUP. Portugal. [10] Raj, P., Wijeyewickrema, C. (2010). “Seismic pounding between reinforced concrete buildings: A study using two recently proposed contact element models”. Proceedings of the 14ECEE, Ohrid, Macedonia. [11] Cordeiro, J.M.C. (2011). “Study of the collision between buildings without and with base isolation”. MScThesis in Civil Engineering (Structures), Porto, Portugal. [12] Vasconcelos, H.E. (2011). “Study of the collision between reinforced concrete buildings and comparison of their pushover capacities”. M.Sc. Thesis in Civil Engineering (Structures), Porto, Portugal. [13] Barros, R.C., Khatami, S.M. (2012). “An estimation of damping ratio for the numerical study of impact forces between two adjacent concrete buildings, subjected to pounding”. Proceedings of the 15th International Conference on Experimental Mechanics (15th ICEM), FEUP, Porto, Portugal. [14] Barros, R.C., Khatami, S.M. (2012). “Building pounding forces for different link element models”. Proceedings of the Eleventh International Conference on Computational Structures Technology, CIVIL-COMP Press, Stirlingshire, UK, presented at the Eleventh International Conference on Computational Structures Technology, Dubrovnik, Croatia. [15] Jankowski, R. (2005). “Non-linear viscoelastic modeling of earthquake-induced structural pounding”. Earthquake Engineering and Structural Dynamics, Vol. 34, pp. 595-611. [16] Muthukumar, S. (2006). “A Hertz contact model with non-linear damping for pounding simulation”. Earthquake Engineering and Structural Dynamics, Vol. 35, pp. 811-828. [17] Ye, K., Zhu, H. (2008). “A note on the Hertz contact model with nonlinear damping for pounding simulation”. Earthquake Engineering and Structural Dynamics, Vol. 38, No. 9, pp. 1135-1142. [18] CSI. Computers and Structures, INC. SAP2000. Verion 8. | ||
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