[7] Rad, M., Pampanin, S., & Rodgers, G. (2019, April 4-6).
Displacement-based retrofit of existing reinforced concrete frames using alternative steel brace systems. 11th Pacific Conference on Earthquake Engineering., Auckland, New Zealand.
https://ir.canterbury.ac.nz/handle/10092/16990
[8] Bypour, M., Gholhaki, M., Kioumarsi, M., & Kioumarsi, B. (2019). Nonlinear analysis to investigate effect of connection type on behavior of steel plate shear wall in RC frame.
Engineering Structures,
179, 611-624.
https://doi.org/10.1016/j.engstruct.2 018.11.010
[10] Dong, Y.-R., Xu, Z.-D., Li, Q.-Q., Xu, Y.-S., & Chen, Z.-H. (2019). Seismic behavior and damage evolution for retrofitted RC frames using haunch viscoelastic damping braces.
Engineering Structures,
199(8), 109583.
https://doi.org/10.1016/j. engstruct.2019.109583
[11] Ezoddin, A., Kheyroddin, A., & Gholhaki, m. (2021). Determination of Response Modification Factor of the RC frame retrofitted with the linked column frame system.
Journal of Structural and Construction Engineering,
8(Special Issue 1).
https://doi.org/10.22065/jsce.2019.183337.1848
[12] Dusicka, P., & Lewis, G. (2010, July 25-29).
Investigation of replaceable sacrificial steel links. Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada.
https://www.caee.ca/10CCEE pdf/2010EQConf-001659.pdf
[16] Ezoddin, A., kheyroddin, A., & Gholhaki, M. (2020). Investigation of the Effects of Link Beam Length on the RC Frame Retrofitted with the Linked Column Frame System.
Civil Engineering Infrastructures Journal,
53(1), 137-159.
https://doi.org/ 10.22059/ceij.2019.280596.1580
[20] Malley, J. O., Carter, C. J., & Saunders, C. M. (2000). Seismic Design Guidelines and Provisions for Steel-Framed Buildings: FEMA 267/267A and 1997 AISC Seismic Provisions.
Earthquake Spectra,
16(1), 179-203.
https://doi.org/10.1193/1.158609 0