[1] FEMA-355D, (2000), State of the Art Report on Connection Performance, SAC Joint Venture.
[2] Engelhardt, M.D., and Sabol, T.A. (1998), “Reinforcing of steel moment connections with cover plates: benefits and limitations”, Engineering Structures, 20(4-6), pp.510-520.
[3] Engelhardt, M.D., Winneberger, T., Zekany, A.J., and Potyraj, T.J. (1998), “Experimental investigation of dogbone moment connections”, Engineering Journal, 35(4), pp.128-139.
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[7] FEMA-350, (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, SAC Joint Venture.
[8] ضابطه 766، (1397)، دستور العمل استفاده از میراگرها در طراحی و مقاومسازی ساختمانها، مرکز تحقیقات راه، مسکن و شهرسازی.
[9] Rousta, A.M., Shoja, S., and Amin Safaei Ardakani, M. (2023), “Investigating cyclic and pushover performance of different metallic yielding dampers”, Journal of Rehabilitation in Civil Engineering, 11(3), pp.122-143.
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[11] Lor, H.A., Izadinia, M., and Memarzadeh, P. (2018), “Experimental and numerical study of I-shape slit dampers in connections”, Latin American Journal of Solids and Structures, 15(11), p.e131.
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[16] ANSI/AISC 360-22, (2022), Specification for Structural Steel Buildings, American Institute of Steel Construction.
[17] ANSI/AISC 341-22, (2022), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction.
[18]استاندارد 2800، (1394)، آییننامه طراحی ساختمان ها در برابر زلزله (ویرایش چهارم)، مرکز تحقیقات راه، مسکن و شهرسازی.
[19] ANSI/AISC 358-22, (2022), Prequalified Connection for Special and Intermediate Steel Moment Frames for Seismic Applications. American Institute of Steel Construction.
[20] Ferrer-Fuenmayor, S. and Villalba Morales, J.D. (2023), “Shape Optimization of Slotted Steel Plate Dampers using the Simulated Annealing Algorithm”, Journal of Applied and Computational Mechanics, 9(3), pp.870-883.
[21] Nia, Z.S., Ghassemieh, M., and Mazroi, A. (2013), “WUF-W connection performance to box column subjected to uniaxial and biaxial loading”, Journal of Constructional Steel Research, 88, pp.90-108.
[22] ABAQUS Documentation, Version 6.14.
