[1] Tsai, K.C., Chen, H.W., Hong, C.P., and Su, Y.F. (1993). Design of Steel Triangular Plate Energy Absorbers for Seismic-Resistant Construction, Journal of Earthquake Spectra 9:3, 505-528.
[2] M. Tehranizadeh (2001). Passive energy dissipation device for typical steel frame building in Iran, Engineering Structures, 23, 643–655.
[4]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.
[5] Ince,G. Ince. H. H., Ocal, C. (2015) Seismic Behavior of RC Frames Retrofitted by Eccentrically Braced Frames with Vertical Link, International Journal of Advances in Mechanical and Civil Engineering, 2-4, 75-78.
[6] 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.
[7] Mahmoudi M , Abdi M. Gh (2012) Evaluating response modification factors of TADAS frames, Journal of Constructional Steel Research, 71, 162–170.
[8] 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.
[9] Vargas, R. and Bruneau. M (2009) Analytical Response and Design of Buildings with Metallic Structural Fuses. I Journal of structural engineering, ASCE, 4, 386-393.
[10] Ghabraiea, K Chanb, R, Huangb, X Xie Y. M (2010) Shape optimization of metallic yielding devices for passive mitigation of seismic energy.
Engineering Structures, 32, 2258-2267.
[11] Lee C .H, Ju Y. K, Min J K, Lho S H, Kim S D. (2015) Non-uniform steel strip dampers subjected to cyclic loadings Engineering Structures, 99, 192–204.
[12] M. TahamouliRoudsari, M.B. Eslamimanesh, A.R. Entezari, O.Noori, M. Torkaman , Experimental Assessment of Retrofitting RC Moment ResistingFrames with ADAS and TADAS Yielding Dampers.
[13] A. 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.
[14] M. H. Saghafi 1*, A. Golafshar1, A. Yahyaee2 and M. Sajjad Zareian3. Analytical Assessment of Reinforced Concrete Frames Equipped with TADAS Dampers. Journal of Rehabilitation in Civil Engineering 7-2 (2019) 138-151.
[15] Khoshkalam, M Mortezagholi M H, Zahrai S M (2021) Proposed Modification for ADAS Damper to Eliminate Axial Force and Improve Seismic Performance,
Journal of Earthquake Engineering, DOI:
10.1080/13632469.2020.1859419.
[16] Mussa Mahmoudi, Mohammad Ghasem Abdi. The Effect Of Ductility On Response Modification Factors Of Tadas Frames, Research in Civil and Environmental Engineering 2014 2 (03) 80-95.
[17] S. 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.
2nd “Investigation on Dynamics Nonlinear Analysis of Steel Frames with Steel”, The , [18] Khazaei, M., Rehabilitation and International Conference on Maintenance in Civil Engineering.2014
[19] M. 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.
[20] J.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.
[21] 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.