A state-of-the-art review on the evolution of performance of masonry infill walls under lateral loadings
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00446-8.pdf
Reference175 articles.
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2. Abdel-Hafez, L. M., Abouelezz, A. E. Y., & Elzefeary, F. F. (2015). Behavior of masonry strengthened infilled reinforced concrete frames under in-plane load. HBRC Journal, 11(2), 213–223. https://doi.org/10.1016/j.hbrcj.2014.06.005.
3. Abdulla, K. F., Cunningham, L. S., & Gillie, M. (2017). Simulating masonry wall behaviour using a simplified micro-model approach. Engineering Structures, 151, 349–365. https://doi.org/10.1016/j.engstruct.2017.08.021.
4. Agarwal, P., & Thakkar, S. K. (2004). A comparative study of strengthening and retrofitting measures for unreinforced brick masonry model under cyclic testing. Journal of Earthquake Engineering, 8(6), 839–863. https://doi.org/10.1080/13632460409350511.
5. Akhoundi, F., Vasconcelos, G., Lourenço, P., Silva, L. M., Cunha, F., & Fangueiro, R. (2018). In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar. Engineering Structures, 156, 145–160. https://doi.org/10.1016/j.engstruct.2017.11.002.
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