[1] Gulec, C.K. Gibbons, B. Chen, A. and Whittaker, A.S. (2011). Damage states and fragility functions for link beams in eccentrically braced frames. Journal of Constructional Steel Research, Vol. 67(9), Pages (1299-1309).
[2] Ghannadiasl, A. and Esrafili, H. and Shokrgozar, H.R. (2019). Seismic performance of concentrically steel braced frames with eccentric gusset plates. Journal of Structural and Construction Engineering (JSCE). Vol. 6(4), Pages (131-142).
[3] Roeder, C.W. and Popov, P. (1978). Eccentrically braced steel frames for earthquakes. Journal of the Structural Division. Vol. 104(3). Pages (391-412).
[4] Sahraei, Y. and Haddadi, A. (2016). A Review of the research history of steel structure with EBF. 2nd International Conference on New Research Achievements in Civil Engineering, Architecture and Urban Managment. Tehran, Iran.
[5] Akbari Hamed, A. (2015). Design, modelling and investigation of seismic behavior of bracing type steel shear panels. PhD Dissertation (in Persian), Civil Engineering Department, Sharif University of Technology, Tehran, Iran.
[6] Khazaei-Poul, M. Alavi, E. Nateghi-Alahi, F. (2012). Experimental and analytical study on concentrically braced frame system combined with shear panel. Sharif Journal of Civil Engineering. Vol. 2-28(4), Pages (147-154).
[7] Akbari Hamed, A. and Mofid, M. (2015). On the experimental and numerical study of braced steel shear panels. The Structural Design of Tall and Special Building. Vol. 24(14), Pages (853-872).
[8] Akbari Hamed, A. and Mofid, M. (2016). Parametric study and computation of seismic performance factors of braced shear panels. Scientia Iranica. Vol. 23(2), Pages (460–474).
[9] Mualla, I. H. and Belev. B, (2002). Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures. Vol. 24(1). Pages (365–37).
[10] Mualla, I. H. and Nielsen, L.O, Belev. and B, I.Liao. and W, Loh. C.H and Agrawal, A. (2002). Numerical prediction of shaking table tests on a full-scale friction-damped structure. 12th European Conference on Earthquake Engineering. London, UK.
[12] Gholizad, A. KamraniMoghaddam, P. (2014). Friction damper dynamic performance in seismically excited knee braced steel frames. International Journal of Civil Engineering. Vol. 12(1). Pages (32–40).
[13] Foyouzat, M. A., & Estekanchi, H. E. (2016). Application of rigid-perfectly plastic spectra in improved seismic response assessment by Endurance Time method. Engineering Structures, Vol. (111), Pages (24-35).
[14] Shirkhani, A. and Farahmand Azar, B. and Charkhtab Basim, M. )2021(. Seismic loss assessment of steel structures equipped with rotational friction dampers subjected to intensifying dynamic excitations. Journal of Engineering Structures. Pages (238 -112233).
[15] Ghannadiasl, A. and Esazadeh, M. (2020). Investigating seismic performance of steel frame structures using piston damper with semi-circular plates. Journal of Structural and Construction Engineering (JSCE). Under press.
[16] Akbari Hamed, A. and Mofid, M. (2016). Plastic design of eccentrically braced frames with shear panels. Structures and Buildings. Pages (1-13).
[17] Thorburn, L. J., Kulak, G. L., and Montgomery, C. J. (1983). Analysis of steel plate shear walls. Structural Engineering. No. 107, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alta.
[18] Estekanchi, H. M. and Charkhtab Basim, M. (2011). Optimal damper placement in steel frames by the Endurance Time method. Journal of Structural Design of Tall and Buildings. Vol. (20). Pages (612–630).
[19] Haj Najafi, L. and Tehranizadeh, M. (2013). Evaluation of seismic behavior for moment frames and eccentrically braced frames due to near-field ground motions. Journal of civil engineering. Vol. 14(6). Pages (809-830).
[20] Alotta, G. and Di Paola, M. and Pirrotta, M. (2014). Fractional Tajimi–Kanai model for simulating earthquake ground motion. Journal of Bull Earthquake. Vol. (12). Pages (2495–2506).
[21] AISC. (American Institute of Steel Construction). (1989). Manual of Steel Construction – Allowable Stress Design (ASD). AISC, Chicago, IL, USA. Version10-7.
[22] Shirkhani, A. and Farahmand Azar, B. and Charkhtab Basim, M. (2019). Optimum slip load of T-shaped friction dampers in steel frames by endurance time method. Structures and Buildings. Vol. 173. Pages (746–760).
[23] Abbaszadeh, Z. (2021). Assessment of seismic behavior of essentrically braced framef with shear panels using friction damper . MSc Dissertation (in Persian), Civil Engineering Department, University of Mohaghegh Ardabili, Ardabil, Iran.