A Review on Behaviour of Masonry Wall Panels in Precast Frames against Lateral Loads

International Journal of Civil Engineering

© 2020 by SSRG - IJCE Journal

Volume 7 Issue 5

Year of Publication : 2020

Authors : Dr.K.Ramadevi, V.Sindhu

10.14445/23488352/IJCE-V7I5P104

How to Cite?

Dr.K.Ramadevi, V.Sindhu, "A Review on Behaviour of Masonry Wall Panels in Precast Frames against Lateral Loads," SSRG International Journal of Civil Engineering, vol. 7,  no. 5, pp. 27-29, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I5P104

Abstract:

Masonry wall construction is one of the oldest construction practices that are still used in the structure industry. A precast framed structure is a grid of beams and columns joined up to form the skeleton framework of the building. The structural frame conveys the entire load of the building and transfers it to the foundation. The plane frame was made with fibre reinforced concrete (FRC) it imparts more strength. Vibrations caused by lateral load develop additional shear stresses which cause damage to structural elements. Applying lateral loads, three forms of failure mechanism occur in the masonry structures, namely, sliding shear failure, the diagonal shear failure and rocking flexural failure. This paper-intensive on the seismic performance of different types of masonry infill and their loading patterns and addition of fibres.

Keywords:

Masonry infill, FRC, Precast frame, Seismic behaviour, Lateral load, Recron fibre.

References:

[1] Devisree S, Aswathy Ann Mathew et al., Experimental Study on Reinforced Concrete Frame Infilled with Mud Concrete Blocks, International Research Journal of Engineering and Technology, 6(2019) 5342 – 5347.
[2] I. Jaswanth Reddy, S. Kesavan et al., Lateral Load Behavior Of Interlocking Block Masonry Wall, International Journal of Civil Engineering and Technology,(2017).
[3] K. Ramadevi, D.L Venkatesh babu, et al. Behaviour of Hybrid Fibre-Reinforced Concrete Frames with Infills Against Lateral Reversed Loads, Research Article - Civil Engineering, 39(2014) 6959 – 6967.
[4] V. Sigmund, D. Penava, et al. Experimental Study of Masonry Infilled R/C Frames with Opening, 15 WCCE, (2012).
[5] Rupak Banik, Kalai Vani .M, Analytical Study on Seismic Response with and Without Soft Storeys in Multi-Storey RC Building SSRG International Journal of Civil Engineering 4(4)(2017) 16-24.
[6] Korrapati Anil Kumar, et al. Study on Properties of Concrete using Recron 3s Fiber, International Journal of Science Technology & Engineering,.4(2017) 54-62.
[7] Murty, C.V.R. et al. Beneficial influence of masonry infill walls on seismic performance of RC frame buildings, Twelfth World Conference on Earthquake Engineering, (2000).
[8] Bureau of Indian standards IS 15916-Code of Practice for Building Design and Erection of Prefabricated Concrete, BIS- New Delhi., (2011).
[9] G Campione, Mandala et al., Seismic behaviour of fibre reinforced concrete frames, Twelfth World Conference on Earthquake Engineering, (2000).
[10] Bansal, Nitin, Durgesh et al., Behaviour of masonry walls at corners under lateral loads, 13th Canadian Masonry Symposium, Canada, (2017).
[11] Mulgund G. V et al. Seismic assessment of RC frame buildings with brick masonry infills , International Journal of Advanced Engineering Sciences and Technologies,.2(2), 140 – 147.