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A Research Paper on Seismic Retrofitting of Pure Masonry Structure

Punit Kumar Tiwari*, Shubharanshu Jaiswal **, Praveen Kumar Yadav***

*-** Department of Civil Engineering, B.B.D. University, Uttar Pradesh, India.

*** Department of Civil Engineering, I.T.S. Engineering College, Uttar Pradesh, India.

Periodicity:March - May'2020
DOI : https://doi.org/10.26634/jste.9.1.16052

Abstract

In India, most of the buildings in rural and urban areas are constructed through the pure masonry structure. At present, retrofitting is a method of providing external strength to a building under lateral loads. In this paper, we have compared different eight models under lateral loading, through response spectrum method and time history method. We used Etabs 2015 software for the analysis of structure. There are different loads such as live load, dead load and seismic load. There are 26 different load combination used in the seismic analysis. The parameters such as maximum story displacement, maximum story drift, overturning moment and story shear are calculated in this present technical paper. We focused on how to make masonry structure better as RC frame structure through retrofitting using bracing system.

Keywords

Seismic Retrofitting, Bracing System, Seismic Loads, Masonry Structure, Story Displacement, Story Drift, Overturning Moment, Story Shear, Etabs 2015.

How to Cite this Article?

Tiwari, P. K., Jaiswal, S., and Yadav, P. K. (2020). A Research Paper on Seismic Retrofitting of Pure Masonry Structure. i-manager's Journal on Structural Engineering, 9(1), 52-59. https://doi.org/10.26634/jste.9.1.16052

References

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[2]. Bureau of Indian Standards. (2000). Reinforced Concrete - Code of Practice (Standard No. 456). Retrieved from https://www.iitk.ac.in/ce/test/IS-codes/is. 456.2000.pdf

[3]. Bureau of Indian Standards. (2007). General Construction in Steel Code of Practice (Third Revision) (Standard No. 800). Retrieved from https://2cl405uvd.files. wordpress.com/2015/06/800-2007.pdf

[4]. Bureau of Indian Standards. (1987). Code of Practice for Design Loads (Other than Earthquake) for Building and Structure (Standard No. 875-Part 2). Retrieved from https:// law.resource.org/pub/in/bis/S03/is.875.2.1987.pdf

[5]. Bureau of Indian Standards. (1987). Code of Practice for Design Loads (Other than Earthquake) for Building and Structure (Standard No. 875-Part 3). Retrieved from https:// law.resource.org/pub/in/bis/S03/is.875.3.1987.pdf

[6]. Gupta, K., Kumar, A., & Khan, M. A. (2017). Review paper on seismic retrofitting of structures. International Research Journal of Engineering Technology, 4, 1981- 1985.

[7]. Kumar, R., Singh, Y., & Deoliya, R. (2009). Review of retrofitting techniques for masonry infilled rc frame buildings. Trends and Challenges in Structural Engineering and Construction Technologies, 284 - 296.

[8]. Martellotta, L., Martens, D., & Teuffel, P. (2015, August). Review of seismic retrofitting strategies for residential buildings in an international context. In Proceedings of IASS Annual Symposia (Vol. 2015, No. 3, pp. 1-8). International Association for Shell and Spatial Structures (IASS).

[9]. Ramteke, S. S., & Raut, S. P. (2015). Pushover analysis and seismic retrofitting using shear walls and bracing system of frame structure. International Journal of Modern Trends in Engineering and Research (IJMTER), 2, 50-59.

[10]. Tiwari, P. K., Jaiswal, S., & Yadav, P. K. (2019). A review paper on seismic retrofitting of pure masonry structure. International Journal for Scientific Research & Development, 7(2), 1395-1399.

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