Seismic behavior of reinforced concrete shear walls using a combined model of multi-layer shell and fiber beam elements

Author:

Al-Ahmar Rania,Al Ahmad Al Kousa Mayada,Wardeh George,Al-Helwani Amjad

Publisher

Springer Science and Business Media LLC

Reference54 articles.

1. Al-Ahmar, R. (2022). Performance based seismic design of medium rise rc buildings considering soil structure interaction [PhD dissertation]. Higher Institute of Earthquake Studies and Research (HIESR), Damascus University.

2. Al-Ahmar, R., Al Ahmad Al Kousa, M., & Al-Helwani, A. (2021). Calibration of the hysterical loop of a reinforced concrete shear wall using continuum finite element components model and multi-layer shell element model (in Arabic). Journal of Al Baath University, Science Series for Civil and Architectural Engineering, 43(12), 123–148. https://albaath-univ.edu.sy/journal/index.php/Civil/article/view/876.

3. Al-Ahmar, R., & Al-Samara, M. (2016). A Study on the effect of shear wall contribution in resisting the base shear on the R-Factor for RC dual systems (in Arabic). Damascus University Journal of Engineering Sciences, 32(1), 117–129. http://178.253.95.123/index.php/engj/article/view/12533.

4. Alarcón, C., López, Á., & Vielma, J. C. (2023). Performance of medium-rise buildings with reinforced concrete shear walls designed for high seismic hazard. Materials, 16(5), 1859.

5. Bathe, K., & Dvorkin, E. N. (1985). A four-node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation. International Journal for Numerical Methods in Engineering, 21(2), 367–383.

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