[1]     Luis M. Seismic Design of Energy Dissipation Systems for Optimal Structural Performance Optimal Structural Performance. PhD Virginia Polytech Inst State Univ 2000.

[2]     Wada A, Huang YH, Yamada T, Ono Y, Sugiyama S, Baba M, et al. Actual size and real time speed tests for hysteretic steel damper. Proc STESSA 1997;97:778–85.

[3]     Oh SH, Kim YJ, Ryu HS. Seismic performance of steel structures with slit dampers. Eng Struct 2009;31. https://doi.org/10.1016/j.engstruct.2009.03.003.

[4]     Benavent-Climent A. A brace-type seismic damper based on yielding the walls of hollow structural sections. Eng Struct 2010;32. https://doi.org/10.1016/j.engstruct.2009.12.037.

[5]     Farahi Shahri S, Mousavi SR. Application of Elliptic Slits for Development of Slit Damper in Beam-to-Column Connection. Modares Civ Eng J 2016;16:93–102.

[6]     Lee CH, Lho SH, Kim DH, Oh J, Ju YK. Hourglass-shaped strip damper subjected to monotonic and cyclic loadings. Eng Struct 2016;119. https://doi.org/10.1016/j.engstruct.2016.04.019.

[7]     Lee CH, Kim J, Kim DH, Ryu J, Ju YK. Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection. Eng Struct 2016;114. https://doi.org/10.1016/j.engstruct.2016.02.007.

[8]     Ahmadie Amiri H, Najafabadi EP, Estekanchi HE. Experimental and analytical study of Block Slit Damper. J Constr Steel Res 2018;141. https://doi.org/10.1016/j.jcsr.2017.11.006.

[9]     Saffari H, Hedayat AA, Nejad MP. Post-Northridge connections with slit dampers to enhance strength and ductility. J Constr Steel Res 2013;80. https://doi.org/10.1016/j.jcsr.2012.09.023.

[10]   Köken A, Köroğlu MA. Experimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampers. J Perform Constr Facil 2015;29. https://doi.org/10.1061/(asce)cf.1943-5509.0000553.

[11]    Zabihi-Samani M. Design of Optimal Slit Steel Damper Under Cyclic Loading for Special Moment Frame by Cuckoo Search. Int J Steel Struct 2019;19. https://doi.org/10.1007/s13296-019-00206-6.

[12]   Liu Y, Guo Z, Liu X, Chicchi R, Shahrooz B. An innovative resilient rocking column with replaceable steel slit dampers: Experimental program on seismic performance. Eng Struct 2019;183. https://doi.org/10.1016/j.engstruct.2019.01.059.

[13]   Lee MH, Huh C, Yoon MH. Ultimate energy absorption capacity of steel plate slit dampers subjected to shear force. Int J Steel Struct 2002;2:71–9.

[14]   Chan RWK, Albermani F. Experimental study of steel slit damper for passive energy dissipation. Eng Struct 2008;30. https://doi.org/10.1016/j.engstruct.2007.07.005.

[15]   Kim J, Jeong J. Seismic retrofit of asymmetric structures using steel plate slit dampers. J Constr Steel Res 2016;120. https://doi.org/10.1016/j.jcsr.2016.02.001.

[16]   Kim J, Kim M, Eldin MN. Optimal distribution of steel plate slit dampers for seismic retrofit of structures. Steel Compos Struct 2017;25. https://doi.org/10.12989/scs.2017.25.4.473.

[17]   NourEldin M, Naeem A, Kim J. Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy–based hybrid damper. Adv Struct Eng 2019;22. https://doi.org/10.1177/1369433218773487.

[18]   Nik-hoosh K. Introduction of modified Steel Slit Dampers, based on experimental and numerical studies under cyclic loading. Semnan University, 2019.

[19]   Kafi MA, Nik-Hoosh K. The geometric shape effect of steel slit dampers in their behavior. Mag Civ Eng 2019;87. https://doi.org/10.18720/MCE.87.1.

[20]   Ahmadie Amiri H, Pournamazian Najafabadi E, Esmailpur Estekanchi H, Ozbakkaloglu T. Performance-based seismic design and assessment of low-rise steel special moment resisting frames with block slit dampers using endurance time method. Eng Struct 2020;224. https://doi.org/10.1016/j.engstruct.2020.110955.

[21]   Kim J, Kim MC, Kim DK. Preliminary study on a composite steel slit damper. J Mech Sci Technol 2021. https://doi.org/10.1007/s12206-021-0806-7.

[22]   Oh SH, Park HY. Experimental study on seismic performance of steel slit damper under additional tensile load. J Build Eng 2022;50. https://doi.org/10.1016/j.jobe.2022.104110.

[23]   Lee KS, Lee BG, Jung JS. Seismic Strengthening of R/C Buildings Retrofitted by New Window‐Type System Using Non‐Buckling Slit Dampers Examined via Pseudo‐Dynamic Testing and Nonlinear Dynamic Analysis. Appl Sci 2022;12. https://doi.org/10.3390/app12031220.

[24]   Rousta AM, Shoja S, Safaei Ardakani MA. Investigating Cyclic and Pushover Performance of Different Metallic Yielding Dampers. J Rehabil Civ Eng 2023;11. https://doi.org/10.22075/JRCE.2022.26848.1639.

[25]   ABAQUS computer software 2019.

[26]   ATC. Guidelines for cyclic seismic testing of components of steel structures. vol. 24. 1992.

[27]   Timoshenko S. Elementary theory and problems. Van Nostrand; 1940.

[28]   Brancheriau L. Influence of cross section dimensions on Timoshenko’s shear factor - Application to wooden beams in free-free flexural vibration. Ann For Sci 2006;63. https://doi.org/10.1051/forest:2006011.

[29]   Chinwuba Ike C. Timoshenko Beam Theory for the Flexural Analysis of Moderately Thick Beams – Variational Formulation, and Closed Form Solution. Tec Ital J Eng Sci 2019;63. https://doi.org/10.18280/ti-ijes.630105.

[30]   Gaur A, Dhurvey P. Comparative Study of Beam Theories on the Effect of Span-Depth Ratio for Symmetric and Un-symmetric Loadings. IOP Conf. Ser. Mater. Sci. Eng., vol. 936, 2020. https://doi.org/10.1088/1757-899X/936/1/012047.

[31]   ASTM E2126. Standard Test Methods for Cyclic ( Reversed ) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings. ASTM Int 2019.