Analysis Of Masonry Infilled RC Frame Structures Under Lateral Loading

[1]. Kam, W. Y., Pampanin, S., Dhakal, R. P., Gavin, H., & Roeder, C. W. (2010). Seismic performance of reinforced concrete buildings in the September 2010 Darfield (Canterbury) earthquakes. Bulletin of New Zealand Society of Earthquake Engineering. Vol. 43, No. 4, pp. 340-35010.5459/bnzsee.43.4.340-350Search in Google Scholar

[2]. Dhakal, R.P. (2010) Damage to Non-Structural Components and Contents in 2010 Darfield Earthquake. Bulletin of the New Zealand Society of Earthquake Engineering. Vol. 43, No. 4, pp. 404-411.10.5459/bnzsee.43.4.404-411Search in Google Scholar

[3]. Hermanns, L., Fraile, A., Alarcón, E., & Álvarez, R. (2014). Performance of buildings with masonry infill walls during the 2011 Lorca earthquake. Bulletin of Earthquake Engineering. Vol. 12, No. 55, pp. 1977-1997. DOI 10.1007/s10518-013-9499-310.1007/s10518-013-9499-3Search in Google Scholar

[4]. Li, B., Wang, Z., Mosalam, K. M., & Xie, H. (2008). Wenchuan earthquake field reconnaissance on reinforced concrete framed buildings with and without masonry infill walls. The 14th World Conference on Earthquake Engineering. Beijing, China.Search in Google Scholar

[5]. Zhao, B., Taucer, F., & Rossetto, T. (2009). Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China. Engineering Structures, Vol. 31, No.8, pp. 1707-1723.10.1016/j.engstruct.2009.02.039Search in Google Scholar

[6]. Žarnić, R., Gostič, S., Crewe, A. J., & Taylor, C. A. (2001). Shaking table tests of 1: 4 reduced-scale models of masonry infilled reinforced concrete frame buildings. Earthquake engineering & structural dynamics. Vol. 30 No. 6, pp. 819-834.10.1002/eqe.39Search in Google Scholar

[7]. Calvi, G. M., Bolognini, D., & Penna, A. (2004). Seismic performance of masonry-infilled RC frames: benefits of slight reinforcements. Invited lecture to Sísmica 6, pp. 14-16.Search in Google Scholar

[8]. Stavridis, A. (2009). Analytical and experimental study of seismic performance of reinforced concrete frames infilled with masonry walls. Doctoral dissertation. University of California, San Diego, USA.Search in Google Scholar

[9]. TUCEB (2013) Code for seismic design - Part I – Design rules for buildings. P100-1/2013. BucharestSearch in Google Scholar

[10]. CEN (2004) Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings. EN 1998-1:2004. BrusselsSearch in Google Scholar

[11]. Polyakov, S. V. (1960). On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall. Earthquake engineering. pp. 36-42.Search in Google Scholar

[12]. Paulay, T., & Priestley, M. J. N. (1992) Seismic design of reinforced concrete and masonry buildings. John Wiley & Sons, Inc, Hoboken, New Jersey. pp 768.10.1002/9780470172841Search in Google Scholar

[13]. Smith, B. S. (1962). Lateral stiffness of infilled frames. Journal of the Structural Division, ASCE. Vol. 88 No. 6, pp. 183-199.10.1061/JSDEAG.0000849Search in Google Scholar

[14]. Crisafulli, F. J. (1997). Seismic behaviour of reinforced concrete structures with masonry infills.Search in Google Scholar

[15]. Chrysostomou, C. Z., Gergely, P., & Abel, J. F. (2002). A six-strut model for nonlinear dynamic analysis of steel infilled frames. International Journal of Structural Stability and Dynamics. Vol. 2, No.3, pp. 335-353.10.1142/S0219455402000567Search in Google Scholar

[16]. Crisafulli, F. J., & Carr, A. J. (2007). Proposed macro-model for the analysis of infilled frame structures. Bulletin of the New Zealand Society for Earthquake Engineering. Vol. 40, No.2, pp. 69-77.10.5459/bnzsee.40.2.69-77Search in Google Scholar

[17]. Rodrigues, H., Varum, H., & Costa, A. (2010). Simplified macro-model for infill masonry panels. Journal of Earthquake Engineering. Vol. 14 No.3, pp.390-416.10.1080/13632460903086044Search in Google Scholar

[18]. Mallick, D. V., & Severn, R. T. (1967). The behaviour of infilled frames under static loading. ICE Proceedings. Vol. 38, No. 4, pp. 639-656Search in Google Scholar

[19]. Te-Chang, L., & Kwok-Hung, K. (1984). Nonlinear behaviour of non-integral infilled frames. Computers & structures. Vol. 18 No. 3, pp. 551-560.10.1016/0045-7949(84)90070-1Search in Google Scholar

[20]. Asteris, P. G. (2003). Lateral stiffness of brick masonry infilled plane frames. Journal of Structural Engineering. Vol. 129 No.8, pp. 1071-1079.10.1061/(ASCE)0733-9445(2003)129:8(1071)Search in Google Scholar

[21]. Mehrabi, A. B., & Shing, P. B. (1997). Finite element modeling of masonry-infilled RC frames. Journal of structural engineering. Vol. 123, No.5, pp. 604-613.10.1061/(ASCE)0733-9445(1997)123:5(604)Search in Google Scholar

[22]. Attard, M. M., Nappi, A., & Tin-Loi, F. (2007). Modeling fracture in masonry. Journal of Structural Engineering. Vol. 133, No.10, pp. 1385-1392.10.1061/(ASCE)0733-9445(2007)133:10(1385)Search in Google Scholar

[23]. Stavridis, A., & Shing, P. B. (2010). Finite-element modeling of nonlinear behavior of masonry-infilled RC frames. Journal of structural engineering. Vol. 136, No. 3, pp. 285-296.10.1061/(ASCE)ST.1943-541X.116Search in Google Scholar

[24]. El-Dakhakhni, W. W., Elgaaly, M., & Hamid, A. A. (2003). Three-strut model for concrete masonry-infilled steel frames. Journal of Structural Engineering. Vol. 129, No.2, pp. 177-185.10.1061/(ASCE)0733-9445(2003)129:2(177)Search in Google Scholar

[25]. Asteris, P. G., Kakaletsis, D. J., Chrysostomou, C. Z., & Smyrou, E. E. (2011). Failure modes of In-filled frames. Electronic Journal of Structural Engineering. Vol. 11, No. 1, pp. 11-20.10.56748/ejse.11139Search in Google Scholar

[26]. CEN (2004) Eurocode 2: Design of Concrete Structures: Part 1-1: General Rules and Rules for Buildings. EN 1992-1-1:2004. Brussels.Search in Google Scholar

[27]. Kaushik, H. B., Rai, D. C., & Jain, S. K. (2007). Stress-strain characteristics of clay brick masonry under uniaxial compression. Journal of materials in Civil Engineering, Vol. 19, No. 9, pp. 728-739.10.1061/(ASCE)0899-1561(2007)19:9(728)Search in Google Scholar

[28]. CEN (2005) Eurocode 6: Design of masonry structures—Part 1-1: General rules for reinforced and unreinforced masonry structures. EN 1996-1-1:2005+A1:2012. Brussels.Search in Google Scholar

[29]. Lin, K., Totoev, Y. Z., Liu, H. J., & Page, A. W. (2014). Modeling of dry-stacked masonry panel confined by reinforced concrete frame. Archives of Civil and Mechanical Engineering. Vol. 14, No.3, pp. 497-509.10.1016/j.acme.2013.12.006Search in Google Scholar

[30]. Chen, X., & Liu, Y. (2015). Numerical study of in-plane behaviour and strength of concrete masonry infills with openings. Engineering Structures. Vol. 82, pp. 226-235.10.1016/j.engstruct.2014.10.042Search in Google Scholar

[31]. Koutromanos, I., Stavridis, A., Shing, P. B., & Willam, K. (2011). Numerical modeling of masonry-infilled RC frames subjected to seismic loads. Computers & Structures. Vol. 89, No.11, pp. 1026-1037.10.1016/j.compstruc.2011.01.006Search in Google Scholar