Numerical study of metallic dampers’ effect on seismic performance of concrete frames
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s42107-023-00917-6.pdf
Reference34 articles.
1. Aci318–14 (2014). 318–14: Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute: Farmington Hills, MI, USA.
2. Akbari Hamed, A., Mortazavi, S. F., & Saeidzadeh, M. (2023). Evaluation of the seismic performance of structures equipped with novel multi-level TADAS dampers. Asian Journal of Civil Engineering, 24(4), 969–988. https://doi.org/10.1007/s42107-022-00546-5
3. Bayat, K., & Shekastehband, B. (2019). Seismic performance of beam to column connections with T-shaped slit dampers. Thin-Walled Structures, 141, 28–46. https://doi.org/10.1016/j.tws.2019.04.010
4. Cheraghi, K., Tahamouliroudsari, M., & Kiasat, S. (2023a). Numerical and analytical investigation of U-shape dampers and its effect on steel frames. Structures, 55, 498–509. https://doi.org/10.1016/j.istruc.2023.06.037
5. Cheraghi, K., Tavana, M. H., & Aghayari, R. (2023b). Investigating the effect of low-yield yielding dampers on the seismic behavior of steel frames. Periodica Polytechnica Civil Engineering. https://doi.org/10.3311/PPci.21804
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