[
Babaei, S., & Zarfam, P (2019). Optimization of shape memory alloy braces for concentrically braced steel braced frames. Open Engineering, 9(1), 697-708. https://doi.org/doi:10.1515/eng-2019-0084
]Search in Google Scholar
[
Babaei Sasan, Zarfam Panam, & Abdolreza, S. M (2020). Probabilistic and Deterministic Semi-Active Control Strategies for Adjacent Buildings Connected by MR Dampers 17th World Conference on Earthquake Engineering,
]Search in Google Scholar
[
Becker, T. C., & Ezazi, A (2016). Enhanced performance through a dual isolation seismic protection system. The Structural Design of Tall and Special Buildings, 25(1), 72-89. https://doi.org/10.1002/tal.1229
]Search in Google Scholar
[
C. S. Tsai, W.-S. C., Bo-Jen Chen, Wen-Shen Pong (2006). Vertical distributions of lateral forces on base isolated structures considering higher mode effects. Structural Engineering and Mechanics. https://doi.org/http://dx.doi.org/10.12989/sem.2006.23.5.543
]Search in Google Scholar
[
Dithurson, T., C. Daniel, S. Vivekananda Sharma, G. Hemalatha, Shalini R. Nair, and A. Arun Solomon. “Experimental Investigation of High-Force-to-Volume Extrusion Damper Subjected to Cyclic and Time History Loading.” Journal of Applied Engineering Sciences 13, no. 2 (2023): 183-88. https://doi.org/doi:10.2478/jaes-2023-0023. https://doi.org/10.2478/jaes-2023-0023.
]Search in Google Scholar
[
Farzad Naeim, J. M. K (1999). Design of Seismic Isolated Structures: From Theory to Practice.
]Search in Google Scholar
[
FEMA 356, A. S. o. C. E (2000). FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building. In Reston, Virginia, USA.
]Search in Google Scholar
[
Bündnis Entwicklung Hilft, Ruhr University Bochum – Institute for International Law of Peace and Armed Conflict (IFHV) (2023). WorldRiskReport 2023.
]Search in Google Scholar
[
Karimi Ghaleh Jough, F., & Beheshti Aval, S. B (2018). Uncertainty analysis through development of seismic fragility curve for an SMRF structure using an adaptive neuro-fuzzy inference system based on fuzzy C-means algorithm. Scientia Iranica, 25(6), 2938-2953. https://doi.org/10.24200/sci.2017.4232
]Search in Google Scholar
[
Karimi Ghaleh Jough, F., & Ghasemzadeh, B (2023). Uncertainty Interval Analysis of Steel Moment Frame by Development of 3D-Fragility Curves Towards Optimized Fuzzy Method. Arabian Journal for Science and Engineering. https://doi.org/10.1007/s13369-023-08223-8
]Search in Google Scholar
[
Karimi Ghaleh Jough, F., & Şensoy, S (2016). Prediction of seismic collapse risk of steel moment frame mid-rise structures by meta-heuristic algorithms. Earthquake Engineering and Engineering Vibration, 15(4), 743-757. https://doi.org/10.1007/s11803-016-0362-9
]Search in Google Scholar
[
Karimi Ghaleh Jough, F., & Şensoy, S (2020). Steel Moment-Resisting Frame Reliability via the Interval Analysis by FCM-PSO Approach considering Various Uncertainties. Journal of Earthquake Engineering, 24(1), 109-128. https://doi.org/10.1080/13632469.2017.1401564
]Search in Google Scholar
[
Karimi Ghaleh Jough, F., Veghar, M., & Beheshti-Aval, S. B (2021). Epistemic uncertainty treatment using group method of data handling algorithm in seismic collapse fragility. Latin American Journal of Solids and Structures, 18.
]Search in Google Scholar
[
Kim, H.-S., & Kang, J.-W (2019). Optimal Design of Smart Mid-Story Isolated Control System for a High-Rise Building. International Journal of Steel Structures, 19(6), 1988-1995. https://doi.org/10.1007/s13296-019-00258-8
]Search in Google Scholar
[
Milanchian, R. and Hosseini, M (2019), “Study of vertical seismic isolation technique with nonlinear viscous dampers for lateral response reduction”, J. Build. Eng., 23, 144-154. https://doi.org/10.1016/j.jobe.2019.01.026.
]Search in Google Scholar
[
P. G. Somerville, N. Smith, S. Punyamurthula, and J. Sun, Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project, SACBD-97/04, Sacramento, CA1997.
]Search in Google Scholar
[
Pakpour, F. A., Beigi, Hossein; Christopoulos, Constantin (2019). Development of low-cost Seismic Isolation Platform (SIP) for mass implementation in developing countries 12th Canadian Conference on Earthquake Engineering,
]Search in Google Scholar
[
Skandalos, K., Afshari, H., Hare, W., & Tesfamariam, S (2020). Multi-objective optimization of inter-story isolated buildings using metaheuristic and derivative-free algorithms. Soil
]Search in Google Scholar
[
Dynamics and Earthquake Engineering, 132, 106058. https://doi.org/https://doi.org/10.1016/j.soildyn.2020.106058
]Search in Google Scholar
[
United Nations Department of Economic and Social Affairs (2014). World Urbanization Prospects.
]Search in Google Scholar
[
Wang, L., Nagarajaiah, S., Shi, W., & Zhou, Y (2022). Seismic performance improvement of base-isolated structures using a semi-active tuned mass damper. Engineering Structures, 271, 114963. https://doi.org/https://doi.org/10.1016/j.engstruct.2022.114963
]Search in Google Scholar
[
World Bank (2023). Global Rapid Post-Disaster Damage Estimation (GRADE) Report- Mw 7.8 Türkiye-Syria Earthquake – Assessment of the Impact on Syria.
]Search in Google Scholar
[
Ziyaeifar, M., Gidfar, S., & Nekooei, M (2012). A model for Mass Isolation study in seismic design of structures. Structural Control and Health Monitoring, 19(6), 627-645. https://doi.org/10.1002/stc.459
]Search in Google Scholar