Abstract
This study explores the various brick categories and their masonry prisms in terms of their compressive loading. It aims to identify the similarities and differences in the strength of these various bricks. The horizontal impact resistance of a masonry infill wall prototype that is based on the strength of its masonry prism and the horizontal de-forming structure of its replica.
A masonry prism is a grouping of units that consists of mortar and grout. It is mainly used for construction of masonry buildings. Clay brick masonry prisms have the biggest cumulative energy dissipation and the greatest performance. However, their behavior is non-elastic.
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References
Crisafulli, F.J., Carr, A.J., (2007) Proposed Macro-model for the Analysis of Infilled Frame Structures. Bulletin of the New Zealand Society for Earthquake Engineering 40:69–77
Dayaratnam P, Ranganathan R, Mukhopadhyay, Dasgupta N (1981) Experimental investigation on behaviour of brick and reinforced brickwork. Report N0. DST/427/3, Department of Civil Engineering, Indian Institute of Technology Kanpur, India
Elangonmani C (1983) Compressive strength of brick masonry walls from prism tests. M.E. Dissertation, Department of Applied Mechanics and Structural Engineering, Annamalai University Bhandari NM (1982) Strength of low-rise brick masonry construction. PhD thesis, Dept. of Civil Engineering, University of Roorkee, Roorkee, India
FEMA 306 (1998) Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings - Basic Procedures Manual. Federal Emergency Management Agency, Washington, DC.
Foytong P., Ruangrassamee A., Lukkunaprasit P., (2013) Correlation Analysis of a Reinforced-concrete Building under Tsunami Load Pattern and Effect of Masonry Infill Walls on Tsunami Resistance. The IES Journal Part A: Civil & Structural Engineering, 6(30): 173–184
Gumaste KS, Venkatarama Reddy BV, NanjundaRao KS, Jagadish KS (2004) Properties of burnt bricks and mortars in India. Masonry Int 17(2):45–52
Mehrabi A., Benson Shing P.B., Schuller M., Noland J., (1996) Experimental Evaluation of Masonry-infilled RC Frames. Journal of Structural Engineering, 122(3): 228–237
Mostafaei H., Kabeyasawa T., (2004) Effect of Infill Masonry Walls on the Seismic Response of Reinforced Concrete Buildings Subjected to the 2003 Bam Earthquake Strong Motion: A Case Study of Bam Telephone Center. Bulletin Earthquake Research Institute Univ. Tokyo, 79:133–156
Raghunath S, Jagadish KS (1998) Strength and elasticity of bricks in India. Workshop on Recent Advances in Masonry Construction: WRAMC-98, Roorkee, 141–150
Sarangapani G, Venkatarama Reddy BV, Jagadish KS (2005) Brick–mortar bond and masonry compressive strength. J Mater Civil Eng 17(2):229–237
Varghese PC, Ashok Kumar (1965) Results of some tests on ultimate strength of brick piers made from hand moulded bricks. J InstitutEng (India) Civil EngDiv 46(3 Part CI4):381–390
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Jegatheeswaran, D., Soundar Rajan, M. (2022). Comparative Studies of Compressive Strength on Different Brick Masonry Prisms. In: Kanwar, V.S., Sharma, S.K., Prakasam, C. (eds) Proceedings of International Conference on Innovative Technologies for Clean and Sustainable Development (ICITCSD – 2021). Springer, Cham. https://doi.org/10.1007/978-3-030-93936-6_56
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DOI: https://doi.org/10.1007/978-3-030-93936-6_56
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