References
- Belleri, A., Marini, A., Riva, P., and Nascimbene, R. (2017). Dissipating and re-centring devices for portal-frame precast structures. Engineering Structures, Elsevier, 150, 736-745. https://doi.org/10.1016/j.engstruct.2017.07.072
- Bergman DM, Goel SC. Evaluation of cyclic testing of steel plate devices for added damping and stiffness. Report no. UMCE87-10. The University of Michigan; 1987.
- Chan R.W.K., Albermani F. Experimental study of slit damper for passive energy dissipation. Engineering Structures. 2008; 30(4):1058-66. https://doi.org/10.1016/j.engstruct.2007.07.005
- Chen CS, Chen KC, Pong WS, Tsai CS. Parametric Study for Buildings with Combined Displacement Dependent and Velocity Dependent Energy Dissipation Devices. Structural Engineering and Mechanics 2002; 14(1):85-98. https://doi.org/10.12989/sem.2002.14.1.085
- Chou CC., Tsai WJ., Chung PT. (2016). Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance. Journal of Structural Engineering, 121, 30-41. https://doi.org/10.1016/j.engstruct.2016.04.015
- Christopoulos, C., Tremblay, R., Kim, H. J., & Lacerte, M. (2008). Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation. Journal of Structural Engineering, 134(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(96)
- Dolce, M., & Cardone, D. (2006). Theoretical and experi-mental studies for the application of shape memory alloys in civil engineering. Journal of engineering materials and technology, 128(3), 302-311. https://doi.org/10.1115/1.2203106
- Dyanati, M., Huang, Q., & Roke, D. A. (2014). Structural and nonstructural performance evaluation of self-centering,concentrically braced frames under seismic loading. In Structures Congress 2014, 2393-2404.
- Eatherton, M. R., Ma, X., Krawinkler, H., Mar, D., Billington,S., Hajjar, J. F., & Deierlein, G. G. (2014). Design conceptsfor controlled rocking of self-centering steel-braced frames. Journal of Structural Engineering, 140(11).
- Ingalkar, R. S. (2014). Rehabilitation of Buildings and Bridgesby Using Shape Memory Alloys (SMA). International Journal of Civil Engineering Research, 5(2), 163-168.
- Javidan MM, Kim J (2019). Seismic Retrofit of Soft-First Story Structures Using Rotational Friction Dampers, Journal of Structural Eng, Accepted for publication.
- Lee J., Kim J (2015). Seismic performance evaluation of moment frames with slit-friction hybrid dampers. Earthquakesand Structures 9(6): 1291-1311. https://doi.org/10.12989/eas.2015.9.6.1291
- Lee J, Kang H, Kim J (2017). Seismic performance of steel plate slit-friction hybrid dampers, Journal of ConstructionalSteel Research 136: 128-139.
- Lee J., Kim J (2017). Development of box-shaped steel slit dampers for seismic retrofit of building structures, Eng-ineering structures 150: 934-946. https://doi.org/10.1016/j.engstruct.2017.07.082
- Marshall JD, Charney FA (2012). Seismic response of steel frame structures with hybrid passive control systems. Earthquake Engineering & Structural Dynamics 41(4): 715-733. https://doi.org/10.1002/eqe.1153
- Miller D. J., Fahnestock L. A., Eatherton, M. R. (2012). Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace. Engineering Structures, 40, 288-298. https://doi.org/10.1016/j.engstruct.2012.02.037
- Naeem, A., and Kim, J. (2018). Seismic retrofit of a framed structure using damped cable systems. Steel and Composite Structures, Techno-Press, 29(3), 287. https://doi.org/10.12989/SCS.2018.29.3.287
- Naeem A., NourEldin M., Kim, J.(2017). Seismic per-formance evaluation of a structure retrofitted using steel slit dampers with shape memory alloy bars. International Journal of Steel Structures, 17(4), 1627-1638. https://doi.org/10.1007/s13296-017-1227-4
- Nour Eldin M, Kim JG, Kim J. (2018). Optimum distribution of steel slit-friction hybrid dampers based on life cycle cost, Steel and Composite Structures, 27(5), 633-646 https://doi.org/10.12989/SCS.2018.27.5.633
- Omika Y, Koshika K, Yamamoto Y, Kawano K, Shimizu K (2016). High-rise reinforced-concrete building incorporatingan oil damper in an outrigger frame and its vibration analysis, International Journal of Highrise Buildings, 5(1),43-50 https://doi.org/10.21022/IJHRB.2016.5.1.43
- Pekcan G., Mander JB., Chen SS. (2000). Balancing lateral loads using tendon-based supplemental damping system. Journal of structural engineering 126(8): 896-905. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:8(896)
- Rahman MA., Sritharan S. (2007). Performance-based seismicevaluation of two five-story precast concrete hybrid frame buildings. Journal of Structural Engineering, 133(11), 1489-1500. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1489)
- Roke D., Jeffers B. (2012). Parametric study of self-centering concentrically-braced frame systems with friction-based energy dissipation. Proceeding of Behaviour of Steel Structures in Seismic Areas (STESSA), 691-696.
- Sorace S, Terenzi, G (2001). Non-linear dynamic modelling and design procedure of FV spring-dampers for base isolation. Engineering Structures 23(12): 1556-1567. https://doi.org/10.1016/S0141-0296(01)00063-3
- Sorace, S. and Terenzi, G. (2012). The damped cable system for seismic protection of frame structures. Part I: General concepts, testing, and modeling. Earthquake Engineering & Structural Dynamics 41(5): 915-928. https://doi.org/10.1002/eqe.1166