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Masonry Infill in Structural Analysis: Effects on Seismic Performance

S. D. Doye*

Yeshwantrao Chavan College of Engineering, Nagpur, India.

Periodicity:October - December'2023
DOI : https://doi.org/10.26634/jste.12.3.20514

Abstract

In structural analysis, masonry infill is commonly regarded as a non-structural component. However, understanding the true behavior of a structure requires incorporating the effects of masonry infill in seismic evaluations. This paper reviews the effects of masonry infill on seismic performance through analyses including pushover analysis, time history analysis, response spectrum analysis, linear static analysis, and eigenvalue analysis. Ten research papers were reviewed, covering different aspects of masonry infill effects on structures of varying configurations and seismic zones. Results indicate that including masonry infill reduces the fundamental time period of vibration and storey displacement while increasing the base shear compared to bare frame structures. This comprehensive review underscores the importance of considering masonry infill in structural analysis to enhance seismic performance.

Keywords

Structural Analysis, Masonry Infill, Seismic Performance, Base Shear, Displacement, Fundamental Time Period, Strength, Stiffness, Non-Structural Element.

How to Cite this Article?

Doye, S. D. (2023). Masonry Infill in Structural Analysis: Effects on Seismic Performance. i-manager’s Journal on Structural Engineering, 12(3), 42-49. https://doi.org/10.26634/jste.12.3.20514

References

[1]. Abd-Elhamed, A., & Mahmoud, S. (2015). Effect of infill walls on response of multi storey reinforced concrete structure. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 9(5), 514-518.

[2]. Amanat, K. M., & Hoque, E. (2006). A rationale for determining the natural period of RC building frames having infill. Engineering Structures, 28(4), 495-502.

[3]. Bolea, O. (2016). The seismic behaviour of reinforced concrete frame structures with infill masonry in the Bucharest area. Energy Procedia, 85, 60-76.

[4]. Celarec, D., Ricci, P., & Dolšek, M. (2012). The sensitivity of seismic response parameters to the uncertain modelling variables of masonry-infilled reinforced concrete frames. Engineering Structures, 35, 165-177.

[5]. Chaker, A. A., & Chaker, A. (1999). Influence of masonry infill panels on the vibration and stiffness characteristics of R/C frame buildings. Earthquake Engineering & Structural Dynamics, 28(9), 1061-1065.

[6]. Davis, G. (2014). Study on seismic responses of masonry brick infill walls in slender structures. International Journal for Scientific Research & Developmet, 2(9), 852-858.

[7]. Di Trapani, F., Giordano, L., & Mancini, G. (2020). Progressive collapse response of reinforced concrete frame structures with masonry infills. Journal of Engineering Mechanics, 146(3), 04020002.

[8]. Dolšek, M., & Fajfar, P. (2008). The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame - A deterministic assessment. Engineering Structures, 30(7), 1991-2001.

[9]. Dorji, J., & Thambiratnam, D. P. (2009). Modelling and analysis of infilled frame structures under seismic loads. The Open Construction & Building Technology Journal, 3(1), 119-126.

[10]. Jamnekar, V. P., & Durge, P. V. (2013). Seismic evaluation of brick masonry infill. International Journal of Emerging Trends in Engineering & Technology (IJETET), 2(1), 2248-9592.

[11]. Korkmaz, K. A., Demir, F., & Sivri, M. (2007). Earthquake assessment of R/C structures with masonry infill walls. International Journal of Science & Technology, 2(2), 155-164.

[12]. Mazumder, R. K., Dey, R., & Bhuiyan, A. R. (2015). Structural response analysis of reinforced concrete frame with unreinforced masonry infill walls. In International Conference on Recent Innovation in Civil Engineering for Sustainable Development (IICSD-2015) (pp. 564-569).

[13]. Rao, P. P. V., & Gupta, L. M. (2016). Effect of seismic zone and story height on response reduction factor for SMRF designed according to IS 1893 (Part-1): 2002. Journal of the Institution of Engineers (India): Series A, 97, 367-383.

[14]. Tamboli, H. R., Karadi, U. N., & Tamboli, H. R. (2012). Seismic analysis of RC frame structure with and without masonry infill walls. Indian Journal of Natural Sciences International Bimonthly, 3(14), 1137-1194.

[15]. Wijaya, H., Rajeev, P., Gad, E., & Amirsardari, A. (2020). Effect of infill-wall material types and modeling techniques on the seismic response of reinforced concrete buildings. Natural Hazards Review, 21(3), 04020031.

[16]. Zine, A., Kadid, A., & Zatar, A. (2021). Effect of masonry infill panels on the seismic response of reinforced concrete frame structures. Civil Engineering Journal (Iran), 7(11),1853-1867.

Masonry Infill in Structural Analysis: Effects on Seismic Performance

Abstract

Keywords

How to Cite this Article?

References

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