Finite element modelling and analysis has been performed on 103-years old unreinforced masonry Senate hall building (SHB), Allahabad University, India. It is an Indo-Saracenic style of architecture which was built in 1915. An in-situ survey is conducted to know the present condition of the SHB. The major and minor cracks are visible, and construction material has deteriorated at various part of the SHB. The old documents, reports, on-site measurement, and photographs are used to gather the historical data and prepared the accurate model of the SHB on Ansys workbench (ANSYS 14.0) tool. Macro and homogenisation approach has used in the modelling of the SHB. The standard gravity and wind load analysis is performed with a fixed boundary condition on its based of SHB. In gravity analysis, maximum stress (5.69MPa) has been observed at the connections of the ground floor and maximum deformation (7.8mm) on the crown of the arch of the first-floor. The maximum stress and deformation 14.286MPa and 12.491mm have been observed under live load analysis. Further, the maximum stress and deformation obtained under wind load analysis are 4.10MPa and 8.07mm, respectively. The finite element simulation and visual inspection of the SHB are in good agreement with the present condition of the structure.

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[1] MISRA, R.N., “Architectural Triveni of Allahabad and Asphyxiation of a Monumental Dream (P.K. Acharya and his Manasara)”. https://goo.gl/9VGxvy

[2] Dubey, R.N., Thakkar, S.K., Gupta, A., “Seismic analysis for safety evaluation of Taj Mahal Monuments”, Eleventh Would Conference on Earthquake Engineering, ISBN: 0080428223.

[3] Ramos, L.F., Casarin, F., Algeri, C., Lourenco, P.B., Modena, C., (2006), “Investigation Techniques Carried out on the Qutb Minar, New Delhi, India”, Structural Analysis of Historical Constructions, New Delhi. https://bit.ly/2WS3jeS

[4] Pena, F., Lourenco, P.B., Mendes, (2008), “Seismic Assessment of the Qutb Minar in Delhi, India”, 14th World Conference on Earthquake Engineering October 12-17, Beijing, China. https://bit.ly/2w89IXI

[5] Cakir, F., Uckan, E., Shen, J., Seker, B.S., Akbas, B., (2015), “Seismic damage evaluation of historical structures during Van earthquake, October 23, 2011”, Engineering Failure Analysis, 58, 249-266.

[6] Mosoarca, M., and Gioncu, V., (2013), “Failure mechanisms for historical religious buildings in Romanian seismic areas”, Journal of Cultural Heritage, 14S, 65-72.

[7] Shakya, M., and Kawan, C.K., (2016), “Reconnaissance based damage survey of buildings in Kathmandu valley: An aftermath of 7.8 Mw, 25 April 2015 Gorkha (Nepal) earthquake”, Engineering Failure Analysis, 59, 161-184.

[8] Lirola, J.M., Castaneda, E., Lauret, B., Khayet, M., (2017), “A review on experimental research using scale models for buildings: Application and methodologies”, Energy and Buildings, 142, 72-110.

[9] Sassoni, E., Mazzotti, C., Pagliai, G., (2014), “Comparison between experimental methods for evaluating the compressive strength of existing masonry buildings”, Construction and Building Materials, 68, 206-219.

[10] Gracia, V.P., Caselles, J.O., Clapes, J., Martinez, G., Osorio, R., (2013), “Non-destructive analysis in cultural heritage buildings: Evaluating the Mallorca cathedral supporting structures”, NDT&E International, 59, 40-47.

[11] Casarin, F., and Modena, C., (2008), “Seismic assessment of complex historical buildings: application to Reggio Emilia cathedral, Italy”, International Journal of Architectural Heritage, 2, 304-327.

[12] Brandonisio, G., Mazziotti, A., Lucibello, G., Mele, E., Luca, A.D., (2014), “Seismic behaviour of four Italian masonry buildings: comparison between different modelling”, SAHC2014-9th International Conference on Structural Analysis of Historical Constructions, Mexico City, Mexico, 14-17 October.

[13] Kumar, A., and Pallav, K., (2017), “Static and Dynamic analysis of Masonry tower of Allahabad University, India”, VIII ECCOMAS Thematic conference on Smart Structures and materials (SMART-2017), 5th– 8th June Madrid, Spain. https://goo.gl/RYpBj1

[14] Kumar, A., Pallav, K., and Singh, D.K., (2017), “Static and dynamic analysis of stone arch of Allahabad University”, International Conference on Recent Innovations in Engineering and Technology (ICRIET-2017), 18th- 19th Feb. 2017, Jaipur.

[15] Kumar, A., and Pallav, K., (2018), “Static and dynamic analysis of unreinforced masonry wall using finite element modeling in senate hall building”, The 2018 Structures Congress (Structures18) Songdo Convensia, Incheon, Korea, August 27 - 31, 2018. https://bit.ly/2STF3I5

[16] Valente, M., and Milani, G., (2016), “Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy”, Engineering Structures, 114, 241-270.

[17] Milani, G., Casolo, S., Naliato, A., Tralli, A., (2012), “Seismic Assessment of a Medieval Masonry Tower in Northern Italy by Limit, Nonlinear Static, and Full Dynamic Analyses”, International Journal of Architectural Heritage, 6, 489-524.

[18] IS:875 (Part-1) 1987, Code of practice for design dead loads for building and structures, Bureau of Indian Standards, New Delhi.

[19] IS:875 (Part-2) 1987, Code of practice for design live loads for buildings and structures. (imposed load)”, second revision, part-1, Bureau of Indian Standards, New Delhi.

[20] IS:875 (Part-3) 2015, Code of practice for design wind loads for buildings and structures, Bureau of Indian Standards, New Delhi.

[21] Sivaraja, S.S., Thandavamoorthy, T.S., Vijayakumar, S., Aranganathan, S.M., Dasarathy, A.K., (2013), “Preservation of Historical Monumental Structures using Fibre Reinforced Polymer (FRP) - Case Studies”, Procedia Engineering, 54, 472-479.

[22] Akcay, C., Bozkurt, T.S., Sayin, B., Yildizlar, B., (2016), “Seismic retrofitting of the historical masonry structures using numerical approach”, Construction and Building Materials, 113, 752-763.

[23] Hegazy, S.M., (2015), “Conservation of historical buildings-The Omani–French museum as a case study”, Housing and Building National Research Center (HBRC) Journal, 11, 264-274.

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Published on 30/11/21
Submitted on 30/11/21

Volume Interdisciplinary projects and case studies, 2021
DOI: 10.23967/sahc.2021.251
Licence: CC BY-NC-SA license

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