Evaluation of the accuracy of shell elements when used for modelling masonry minaret structures under seismic loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00620-6.pdf
Reference26 articles.
1. Abrams, D. P. (2001). Performance-based engineering concepts for unreinforced masonry building structures. Progress in Structural Engineering and Materials, 3(1), 48–56. https://doi.org/10.1002/pse.70
2. Awla, H. A., & Arbili, M. M. (2022). Accuracy assessment of shell finite elements for considering to masonry structures under seismic loading. In Geotechnical Engineering and Sustainable Construction: Sustainable Geotechnical Engineering (pp. 557–568). Springer: Berlin. https://doi.org/10.1007/978-981-16-6277-5_45
3. Awlla, H. A., Taher, N. R., AKSOY, H. S., & Qadir, A. J. (2022). Effect of SSI and fixed-base concept on the dynamic responses of Masonry Bridge structures, Dalal Bridge as a case study. Academic Journal of Nawroz University, 11(3), 89–99. https://doi.org/10.25007/ajnu.v11n3a857
4. Casolo, S., & Peña, F. (2007). Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage. Earthquake Engineering & Structural Dynamics, 36(8), 1029–1048. https://doi.org/10.1002/eqe.670
5. Casolo, S., & Sanjust, C. A. (2009). Seismic analysis and strengthening design of a masonry monument by a rigid body spring model: The “Maniace Castle” of Syracuse. Engineering Structures, 31(7), 1447–1459. https://doi.org/10.1016/j.engstruct.2009.02.030
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