Numerical modelling and validation of lateral behavior of masonry-infilled RC frame focusing sliding failure of infill panel
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-022-00566-1.pdf
Reference37 articles.
1. Alwashali, H., Torihata, Y., Jin, K., & Maeda, M. (2017). Experimental observations on the in-plane behaviour of masonry wall infilled RC frames: Focusing on deformation limits and backbone curve. Bulletin of Earthquake Engineering, 16(3), 1373–1397. https://doi.org/10.1007/s10518-017-0248-x
2. ASCE/SEI 41-06. (2007). Supplement to seismic rehabilitation of existing buildings. In Seismic rehabilitation of existing buildings. https://doi.org/10.1061/9780784408841.sup
3. Asteris, P. G., Repapis, C. C., Tsaris, A. K., Di Trapani, F., & Cavaleri, L. (2015). Parameters affecting the fundamental period of infilled RC frame structures. Earthquake and Structures, 9(5), 999–1028. https://doi.org/10.12989/eas.2015.9.5.999
4. Asteris, P. G., Cotsovos, D. M., Chrysostomou, C. Z., Mohebkhah, A., & Al-Chaar, G. K. (2013). Mathematical micromodeling of infilled frames: State of the art. Engineering Structures, 56, 1905–1921. https://doi.org/10.1016/j.engstruct.2013.08.010
5. Basha, S. H., & Kaushik, H. B. (2019). A novel macromodel for prediction of shear failure in columns of masonry-infilled RC frames under earthquake loading. Bulletin of Earthquake Engineering, 17(4), 2219–2244. https://doi.org/10.1007/s10518-018-00537-5
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