In-plane seismic performance of historical masonry walls with various brick bond patterns using micro-modeling approach
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s42107-024-01085-x.pdf
Reference40 articles.
1. Abasi, A., Hassanli, R., Vincent, T., & Manalo, A. (2020). Influence of prism geometry on the compressive strength of concrete masonry. Construction and Building Materials, 264, 120182. https://doi.org/10.1016/j.conbuildmat.2020.120182
2. 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
3. Ahiwale, D., Kontoni, D.-P., Jadhav, A., & Bawale, A. (2023). FEM analysis of the effect of various brick bond patterns on masonry walls under in-plane cyclic loading. Asian Journal of Civil Engineering, 24, 1–15. https://doi.org/10.1007/s42107-023-00668-4
4. Angelillo, M. (1994). A finite element approach to the study of no-tension structures. Finite Elements in Analysis and Design, 17(1), 57–73. https://doi.org/10.1016/0168-874X(94)90020-5
5. Ávila, F., Puertas, E., Torrús, C., & Gallego, R. (2024). Influence of crack propagation on the seismic behavior of historic rammed earth buildings: The Tower of Muhammad in the Alhambra (Spain). Engineering Structures, 301, 117365. https://doi.org/10.1016/j.engstruct.2023.117365
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