Enhancing earthquake resilience in L- and T-shaped buildings using post-tensioned rocking shear walls
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s41062-024-01661-9.pdf
Reference38 articles.
1. Abbaszadeh Shahri A, Esfandiyari B, Hamzeloo H (2011) Evaluation of a nonlinear seismic geotechnical site response analysis method subjected to earthquake vibrations (case study: Kerman Province, Iran). Arab J Geosci 4:1103–1116. https://doi.org/10.1007/s12517-009-0120-7
2. Song G, Yang TY, Zhou Y (2021) Performance evaluation of self-centering rocking shear walls: Part 1 — Quantification of structural damages. Structures 34:2515–2529. https://doi.org/10.1016/j.istruc.2021.09.024
3. Balamuralikrishnan R, Al-Mawaali ASH, Al-Yaarubi MYY et al (2023) Seismic Upgradation of RC Beams Strengthened with Externally Bonded Spent Catalyst Based Ferrocement Laminates. HighTech and Innovation Journal 4(1):189–209. https://doi.org/10.28991/HIJ-2023-04-01-013
4. Aragaw LF, Calvi PM (2020) Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach. Bull Earthq Eng 18:1345–1369. https://doi.org/10.1007/s10518-019-00740-y
5. Li B, Li X (2023) Study on the Test Error of Silt Dynamic Characteristic and Its Influence on the Peak Ground Acceleration. HighTech and Innovation Journal 4(1):65–74. https://doi.org/10.28991/HIJ-2023-04-01-05
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