DOI : https://doi.org/10.18517/ijaseit.12.2.14040

Importance of Infill Masonry Walls in Improving the Seismic Response of Reinforced Concrete Buildings

Abdelkader Nour (1), Abdelkader Benanane (2), Humberto Varum (3)
(1) Laboratory Materials & Processes of Construction, Faculty of Science and Technology,University of Mostaganem, Algeria
(2) Laboratory Materials & Processes of Construction, Faculty of Science and Technology,University of Mostaganem, Algeria
(3) CONSTRUCT-LESE, Department of Civil Engineering, Faculty of Engineering, University of Porto, Portugal
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How to cite (IJASEIT) :
[1]
A. Nour, A. Benanane, and H. Varum, “Importance of Infill Masonry Walls in Improving the Seismic Response of Reinforced Concrete Buildings”, Int. J. Adv. Sci. Eng. Inf. Technol., vol. 12, no. 2, pp. 642–648, Apr. 2022.
Citation Format :
The treatment of masonry infill walls as non-structural elements in the design of reinforced concrete buildings has been refuted by the losses and damage recorded when these buildings were exposed to seismic loads. Between these walls, there is a type widely used in reinforced concrete buildings in Algeria. This article aims mainly to highlight the role of the infill masonry walls in improving the seismic response of reinforced concrete buildings to resist seismic loads. To demonstrate the above role, we have analyzed several models of two-dimensional frames of a multi-storey building located in a high seismic site, according to the classification of the current Algerian seismic code, with double-leaf hollow brick masonry, which is the most used infill material in Algeria. This analysis is based on the response spectrum method using the finite element software ETABS, taking into account the most important requirements of the current Algerian seismic code. We used the parameters of period, base shear, maximum displacement, and stiffness to evaluate the ability of these frames to respond to seismic loading; we analyzed several models in terms of the number of storeys. After analyzing all the models, we compared the results obtained, and then we were able to define this role and see what contribution these walls can make to the analytical aspect. Finally, we were able to know the positive role that these walls can play in improving the seismic performance of this type of building.

F. Di Trapani, G. Macaluso, and L. Cavaleri, “European Journal of Environmental and Civil Engineering Masonry infills and RC frames interaction : literature overview and state of the art of macromodeling approach,” no. January 2015, pp. 37-41, 2014.

T. Nicola, C. Leandro, C. Guido, and S. Enrico, “Masonry infilled frame structures : State-of-the-art review of numerical modelling Masonry infilled frame structures : state-of-the-art review of numerical modelling,” no. September, 2015.

Q. P. G. Asteris, “Data in Brief The FP4026 Research Database on the fundamental period of RC in fi lled frame structures,” Data Br., vol. 54, pp. 2-7, 2016.

C. Z. Chrysostomou and P. G. Asteris, “On the in-plane properties and capacities of infilled frames,” Eng. Struct., vol. 41, pp. 385-402, 2012.

C. A. Filippou, N. C. Kyriakides, and C. Z. Chrysostomou, “The Open Construction & Building Numerical Modeling of Masonry-infilled RC Frame Abstract :,” pp. 135-148, 2019.

L. Design, P. G. Asteris, C. C. Repapis, and E. V Repapi, “Fundamental period of infilled reinforced concrete frame structures,” Struct. Infrastruct. Eng., vol. 2479, no. April, pp. 1-13, 2017.

P. G. Asteris, T. Education, C. Z. Chrysostomou, I. P. Giannopoulos, and T. Education, “Masonry infilled reinforced concrete frames with openings,” no. April, 2011.

A. Furtado, H. Rodrigues, and A. Aríªde, “Calibration of a simplified macro-model for infilled frames with openings,” Adv. Struct. Eng., vol. 21, no. 2, pp. 157-170, 2018.

F. Di Trapani, P. B. Shing, and L. Cavaleri, “Macroelement Model for In-Plane and Out-of-Plane Responses of Masonry Infills in Frame Structures,” J. Struct. Eng., vol. 144, no. 2, p. 04017198, 2018.

S. Humayun and B. Hemant, “A novel macromodel for prediction of shear failure in columns of masonry infilled RC frames under earthquake loading,” Bull. Earthq. Eng., no. 0123456789, 2018.

S. J. Lee, T. S. Eom, and E. Yu, “Investigation of Diagonal Strut Actions in Masonry-Infilled Reinforced Concrete Frames,” Int. J. Concr. Struct. Mater., vol. 15, no. 1, 2021.

K. M. Kareem and E. M. Gí¼neyisi, “Effect of Masonry Infill Wall Configuration and Modelling Approach on the Behaviour of RC Frame Structures,” Arab. J. Sci. Eng., 2018.

F. Christiana, N. Kyriakides, and E. Georgiou, “Finite Element Model of Masonry-Infilled RC Frame Finite Element Model of Masonry-Infilled RC Frame,” no. July, 2019.

K. M. Dolatshahi and A. J. Aref, “Two-dimensional computational framework of meso-scale rigid and line interface elements for masonry structures,” Eng. Struct., vol. 33, no. 12, pp. 3657-3667, 2011.

A. J. Aref and K. M. Dolatshahi, “A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures,” Comput. Struct., vol. 120, pp. 9-23, 2013.

P. G. Asteris, D. M. Cotsovos, C. Z. Chrysostomou, A. Mohebkhah, and G. K. Al-Chaar, “Mathematical micromodeling of infilled frames: state of the art,” Eng. Struct., vol. 56, pp. 1905-1921, 2013.

R. Dhakal, R. Rupakhety, and D. Gautam, “System Identification and Seismic Performance Assessment of Representative RC Buildings in Kathmandu Valley,” no. December, 2020.

P. G. Asteris, “Finite element micro-modeling of infilled frames,” Electron. J. Struct. Eng., vol. 8, no. 8, pp. 1-11, 2008.

X. Ma, J. Ma, and Y. Yue, “Experimental and Numerical Investigation on Seismic Performance of a Hybrid RC Frame System with Stiffened Masonry Wall,” vol. 16, pp. 600-614, 2018.

S. Shan, S. Li, M. Metin, H. Sezen, and S. Wang, “Effect of partial infill walls on collapse behavior of reinforced concrete frames,” Eng. Struct., vol. 197, no. May, p. 109377, 2019.

G. Mucedero, D. Perrone, E. Brunesi, and R. Monteiro, “Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results,” 2020.

F. J. Pallarí©s, A. Davia, W. M. Hassan, and L. Pallarí©s, “Experimental and analytical assessment of the influence of masonry faí§ade infills on seismic behavior of RC frame buildings,” Eng. Struct., vol. 235, p. 112031, 2021.

X. Xie, Z. Qu, H. Fu, and L. Zhang, “Effect of prior in-plane damage on the out-of-plane behavior of masonry infill walls,” Eng. Struct., vol. 226, no. October 2020, p. 111380, 2021.

S. Komaraneni, D. C. Rai, and V. Singhal, “Seismic behavior of framed masonry panels with prior damage when subjected to out-of-plane loading,” Earthq. Spectra, vol. 27, no. 4, pp. 1077-1103, 2011.

M. Bovo, M. Tondi, and M. Savoia, “Infill Modelling Influence on Dynamic Identification and Model Updating of Reinforced Concrete Framed Buildings,” vol. 2020, 2020.

M. Magdi, A. Mohamed, S. Gomma, and H. El, “Seismic evaluation of reinforced concrete structures infilled with masonry infill walls,” Asian J. Civ. Eng., no. 1963, 2019.

M. A. Kí¶mí¼r, Ä°. í–. Deneme, and M. A. Kara, “The effects of infill wall on dynamic characteristics of reinforced concrete frame systems,” vol. 2, no. 3, pp. 123-130, 2019.

E. Nasiri and Y. Liu, “The out-of-plane behaviour of concrete masonry in fi lls bounded by reinforced concrete frames,” Eng. Struct., vol. 184, no. July 2018, pp. 406-420, 2019.

M. D. E. L. Habitat and D. T. Reglementaire, “Regles de conception et de calcul des maconneries.”

R. D. E. Conception, E. T. D. E. Calcul, D. E. S. Structures, and E. N. Beton, “Regles de conception et de calcul des structures en beton arme c.b.a.93.”

A. Earthquake, R. Regulations, R. Parasismiques, A. Rpa, A. Earthquake, and R. Regulations, “l g e r i a,” pp. 1-39, 2008.

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