[1]. Abou-Elfath H. Ghobarah A. Behaviour of Reinforced Concrete Frames Rehabilitated with Concentric Steel Bracing. Canadian J. Civ. Eng., 27(2000)433-444.
[2]. Ghobarah A. Abou-Elfath H. Rehabilitation of a Reinforced Concrete Frames Using Eccentric Steel Bracing. Engineering Structures, 23(2001)745-755.
[3]. Kazem Sharbatdar, A.Kheyroddin, and E.Emami.Cyclic performance of retrofitted reinforced concrete beam-column joints using steel prop, Construction & Building Materials,2012,36:287–294 .
[4]. Maheri, M. R. and Akbari, R. Seismic Behaviour Factor, R, for Steel XBraced and Knee Braced RC Buildings, Engineering Structures, No. 12, 25(2003)1505- 1513.
[5]. Maheri M. R., Kousari R. and Razazan M. Pushover tests on steel X-braced and Knee braced RC frames Engineering Structures, No. 13, 25(2003)1697-1705.
[6]. Maheri, M R. and Hadjipour, A. Experimental Investigation and Design of Steel Brace Connection to RC Frame, EngineeringStructures, No. 13, 25(2003)1707- 1714.
[7]. Y.R. Yen, H.K. Chien, Steel Plates Rehabilitated RC Beam–Column Joints Subjected to Vertical Cyclic Loads, Construction and Building Materials, 24 (2010) 332–339.
[8]. Zahraei Seyed Mahdi, Rad B. (2007) Analytical Investigation Of Tadas Damper Applied In Seismic Rehabilitation & Design Of Concrete Structures, ESTEGHLAL , Volume 25 , Number 2; Page(s) 51 To 64.
[9]. TahamouliRoudsari, M.B. Eslamimanesh, A.R. Entezari, O.Noori, M. Torkaman , Experimental Assessment of Retrofitting RC Moment Resisting Frames with ADAS and TADAS Yielding Dampers, Structures,Volume 14, (2018) ,Pages 75-87.
[10]. Hemmati, A. Kheyroddin and M. Farzad. Experimental Study of Reinforced Concrete Frame Rehabilitated by Concentric andEccentric Bracing, Journal of Rehabilitation in Civil Engineering 8-1 (2020) 97-108.
[11]. R.Maheri , A.hadjipour (2003) “ Experimental investigation and design of steel brace connection to RC frame” ,Eng struct
[12]. Ferraioli, M., Avossa, A. M., & Malangone, P. (2006). Performance-based assessment of R.C. buildings strengthened with steel braces. Proceedings of the 2nd International Congress Nalps, Italy.
[13]. Maheri, M. R., Kousari, R., & Razazan, M. (2003). Pushover tests on steel X-braced and knee-braced RC frames. Journal of Engineering Structure, vol. 25, No. 13, pp. 1697-1705.
[14]. Mahmoudi, M., Abdi, M. Gh., & Mahmoudi, F. (2014). Influence of the TADAS Dampers on the Ductility Reduction Factor of Steel Frames. 2nd European Conference on Earthquake Engineering and Seismology, Istanbul AUG.
[15]. Aguiar, R., Mora, D., & Rodríguez, M. (2016). CEINC-LAB. A free software to find the seismic capacity curve of frames with ADAS or TADAS dissipators. Construction Engineering Magazine, vol. 31, No.1, pp. 37-53.
[16]. Rais1, O. Ounis1 And R. Chebili1. Study And Modelling Of Dynamic Behaviour Of Structures With Energy Dissipation Devices Type Adas, 2nd Turkish Conference on Earthquake Engineering and Seismology- TDMSK -, Antakya, Hatay/Turkey, 2013 September 25-27, 2013.
[17]. Khazaei, M. “Investigation on Dynamics Nonlinear Analysis of Steel Frames with Steel”, The 2nd Rehabilitation and International Conference on Maintenance in Civil Engineering, 2014.
[18]. Sajjadi Alehashem, S. M Keyhani, A, and Pourmohammad, H. (2008) Behavior and Performance of Structures Equipped With ADAS & TADAS Dampers (a Comparison with Conventional Structures), the 14th World Conference on Earthquake Engineering October, Beijing, China.
[19]. Bayat M. and Abdollahzade G.R. (2011) Analysis of the steel braced frames equipped with ADAS devices under the far field records, Latin American Journal of Solids and Structures, 8, 163 – 181.
[20]. Sahoo D R , Singhal,T Taraithia S S, Saini A. (2015) Cyclic behavior of shear-and- flexural yielding metallic dampers, Journal of Constructional Steel Research, 114, 247 –257.