بررسی شکنندگی ‌‌لرزه‌ای قاب‌های بتنی مسلح با دیوارهای پر ‌کننده تحت اثر زلزله اصلی و ‌پس‌‌لرزه

[1] M. Dolšek, P. Fajfar, Simplified seismic assessment of infilled reinforced concrete frames, 2006.

[2] G. Mondal, S.K. Jain, Lateral stiffness of unreinforced brick infilled RC frame with central opening, Master of Technology Thesis,  (2003).

[3] D. Mallick, R. Garg, Effect of openings on the lateral stiffness of infilled frames, Proceedings of the Institution of Civil Engineers, 49(2) (1971) 193-209.

[4] F. Di Trapani, L. Cavaleri, G. Bertagnoli, D. Gino, A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames, A semi-empirical stress-strain model for equivalent strut fiber-section modeling of infilled frames.,  (2017) 2-12.

[5] F. Di Trapani, P. Shing, L. Cavaleri, Macroelement model for in-plane and out-of-plane responses of masonry infills in frame structures, Journal of Structural Engineering, 144(2) (2018) 04017198.

[6] F. Di Trapani, L. Giordano, G. Mancini, M. Malavisi, Assessment of robustness of reinforced concrete frame structures with masonry infill walls, in:  7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN), Crete, Greece, 2019.

[7] N.A. Khan, M.F. Tahir, C. Nuti, B. Briseghella, A.V. Bergami, Influence of Brick Masonry Infill Walls on Seismic Response of RC Structures, Technical Journal, 24(03) (2019) 15-23.

[8] F. Di Trapani, M. Malavisi, G. Bertagnoli, L. Cavaleri, Evaluation of fragility of infilled frame structures subjected to aftershocks by means of double incremental dynamic analysis appraoch, in:  16th European Conference on Earthquake Engineering, Springer, 2018.

[9] F. Di Trapani, M. Malavisi, Seismic fragility assessment of infilled frames subject to mainshock/aftershock sequences using a double incremental dynamic analysis approach, Bulletin of Earthquake Engineering, 17(1) (2019) 211-235.

[10] A. Jalaeefar, A. Zargar, Effect of infill walls on behavior of reinforced concrete special moment frames under seismic sequences, in:  Structures, Elsevier, 2020, pp. 766-773.

[11] F. Hosseinpour, A. Abdelnaby, Effect of different aspects of multiple earthquakes on the nonlinear behavior of RC structures, Soil Dynamics and Earthquake Engineering, 92 (2017) 706-725.

[12] S. Yaghmaei-Sabegh, R. Mahdipour-Moghanni, State-dependent fragility curves using real and artificial earthquake sequences, Asian Journal of Civil Engineering, 20(4) (2019) 619-625.

[13] G.D. Hatzigeorgiou, D.E. Beskos, Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes, Engineering Structures, 31(11) (2009) 2744-2755.

[14] S. Yaghmaei-Sabegh, J. Ruiz-García, Nonlinear response analysis of SDOF systems subjected to doublet earthquake ground motions: A case study on 2012 Varzaghan–Ahar events, Engineering Structures, 110 (2016) 281-292.

[15] J. Ruiz-García, S. Yaghmaei-Sabegh, E. Bojórquez, Three-dimensional response of steel moment-resisting buildings under seismic sequences, Engineering Structures, 175 (2018) 399-414.

[16] B. Silwal, O.E. Ozbulut, Aftershock fragility assessment of steel moment frames with self-centering dampers, Engineering Structures, 168 (2018) 12-22.

[17] D. Vamvatsikos, C.A. Cornell, The incremental dynamic analysis and its application to performance-based earthquake engineering, in:  Proceedings of the 12th European conference on earthquake engineering, 2002.

[18] S. Hosseini-Gelekolai, M. Tabeshpour, Soft story design in reinforced concrete structure and effect of masonry infill wall, in:  Proceedings, sixth international conference of seismology and earthquake engineering, CDROM Tehran, Iran, 2011, pp. 1-18.

[19]  H.a.U.D.R.C. Road, Iranian code of practice for seismic resistant design of buildings. standard No. 2800(4th Edition), Road, Housing and Urban Development Research Center, 1393.(in Persian)

[20] H.K. M. Hosseini, Application of OpenSees software in modeling and analysis of structures, 1396.(in Persian)

[21] F. McKenna, G. Fenves, F. Filippou, OpenSees, University of California, Berkeley: nd,  (2010).

[22] J.B. Mander, M.J. Priestley, R. Park, Theoretical stress-strain model for confined concrete, Journal of structural engineering, 114(8) (1988) 1804-1826.

[23] N.Z.S.f.E. Engineering, Assessment and Improvement of the Structural Performance of Buildings in Earthquakes: Prioritisation, Initial Evaluation, Detailed Assessment, Improvement Measures: Recommendations of a NZSEE Study Group on Earthquake Risk Buildings, New Zealand Society for Earthquake Engineering, 2014.

[24] A.T. Council, Quantification of building seismic performance factors, US Department of Homeland Security, FEMA, 2009

[25] Di Trapani, F. "RC Masonry infilled frames: Experimental results and development of predictive techniques for the assessment of seismic response." (2014).

[26] Standard, Australian. "AS 3700: masonry structures." (2001).

[27] Federal Emergency Management Agency (FEMA). "Multi-Hazard Loss Estimation Methodology, Earthquake Model, Hazus-MH 2.1, Technical Manual." (2013).