Craighead, G. (2009). Chapter 1 - High-Rise Building Definition, Development, and Use. in High-Rise Security and Fire Life Safety (Third Edition)Boston: Butterworth-Heinemann, pp. 1-26.
 EERI. (1995). Northridge Earthquake Reconnaissance Report. Vol. 1. Earthquake Spectra, vol. supplement C to vol. 11.
 Pall, A. S. and Marsh, C. (1982). Response Of Friction Damped Braced Frames. ASCE J Struct Div, Article vol. 108, no. ST6, pp. 1313-1323.
 Grigorian, C. E., Yang, T. S., and Popov, E. P. (1993). Slotted Bolted Connection Energy Dissipators. Earthquake Spectra, vol. 9, no. 3, pp. 491-504.
 Mualla, I. H. and Belev, B. (2002). Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures, vol. 24, no. 3, pp. 365-371.
 Skinner, R. I., Kelly, J. M., and Heine, A. J. (1974). Hysteretic dampers for earthquake‐resistant structures. Earthquake Engineering & Structural Dynamics, vol. 3, no. 3, pp. 287-296.
 Skinner, R. I., Tyler, R. G., Heine, A. J., and Robinson, W. H. (1980). Hysteretic dampers for the protection of structures from earthquakes. Bulletin of the New Zealand national society for earthquake engineering, vol. 13, no. 1, pp. 22-36.
 TahamouliRoudsari, M., Eslamimanesh, M. B., Entezari, A. R., Noori, O., and Torkaman, M. (2018). Experimental Assessment of Retrofitting RC Moment Resisting Frames with ADAS and TADAS Yielding Dampers. Structures, vol. 14, pp. 75-87.
 Mahmoudi Sahebi, M. and Khanjani, F. (2017). Evaluation of seismic performance of X bracing systems equipped with flexural yielding dampers. Structural and construction engineering, vol. 4, no. 2, pp. 123-138.
 Bouwkamp, J., Vetr, M. G., and Ghamari, A. (2016). An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF). Case Studies in Structural Engineering, vol. 6, pp. 31-44.
 Zahrai, S. M. and Arman Nikoo, S. (2015). Comparing Seismic Performance of Yielding Damped Braced Frames with Mild and Low-Yield Steel in Typical Steel Buildings. (in eng). Modares Civil Engineering journal, vol. 14, no. 4, pp. 39-52.
 Andalib, Z., Kafi, M. A., Kheyroddin, A., and Bazzaz, M. (2014). Experimental investigation of the ductility and performance of steel rings constructed from plates. Journal of Constructional Steel Research, vol. 103, pp. 77-88.
 Kafi, M. A. (2008). Laboratory examination and analysis of the impact of steel ring in concentric braces. Ph. D., Civil engineering, IRAN Univesity of science and technology, Tehran.
 Andalib, Z., Kafi, M. A., Kheyroddin, A., Bazzaz, M., and Momenzadeh, S. (2018). Numerical evaluation of ductility and energy absorption of steel rings constructed from plates. Engineering Structures, vol. 169, pp. 94-106.
 Bazzaz, M., Andalib, Z., Kafi, M. A., and Kheyroddin, A. (2015). Numerical Comparison of the Seismic Performance of Steel Rings in Off-centre Bracing System and Diagonal Bracing System. Steel and Composite Structures, vol. 19, pp. 917-937.
 Bazzaz, M., Andalib, Z., Kafi, M. A., and Kheyroddin, A. (2015). Evaluating the Performance of OBS-C-O in Steel Frames under Monotonic Load. Earthquakes and Structures, vol. 8, pp. 697-710.
 Bazzaz, M., Kheyroddin, A., Kafi, M. A., and Andalib, Z. (2012). Evaluation of the Seismic Performance of Off-Centre Bracing System with Ductile Element in Steel Frames. Steel and Composite Structures, vol. 12, pp. 445-464.
 Yoshino, T. and Karino, Y. (1971). Experimental study on shear wall with braces: Part 2. Summaries of technical papers of annual meeting. (in Japanese). Architectural Institute of Japan, Structural Engineering Section, vol. 11, pp. 403-404.
 Xie, Q. (2005). State of the art of buckling-restrained braces in Asia. Journal of Constructional Steel Research, vol. 61, no. 6, pp. 727-748.
 Sabelli, R. (2001). Research on improving the design and analysis of earthquake-resistant steel braced frames. NEHRP, California.
 López, W. A. and Sabelli, R. (2004). Seismic Design of Buckling-Restrained Braced Frames, Steel Tips. California.
 Tremblay, R., Bolduc, P., Neville, R., and DeVall, R. (2006). Seismic testing and performance of buckling restrained bracing systems. Canadian Journal of Civil Engineering, vol. 33, pp. 183-198.
 Mazzolani, F. M. (2008). Innovative metal systems for seismic upgrading of RC structures. (in English). Journal of Constructional Steel Research, Article vol. 64, no. 7-8, pp. 882-895.
 Mirtaheri, M., Gheidi, A., Zandi, A. P., Alanjari, P., and Samani, H. R. (2011). Experimental optimization studies on steel core lengths in buckling restrained braces. Journal of Constructional Steel Research, vol. 67, no. 8, pp. 1244-1253.
 Hoveidae, N., Tremblay, R., Rafezy, B., and Davaran, A. (2015). Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces. Journal of Constructional Steel Research, vol. 114, pp. 89-99.
 Kachooee, A. and Kafi, M. A. (2018). A Suggested Method for Improving Post Buckling Behavior of Concentric Braces Based on Experimental and Numerical Studies. Structures, vol. 14, pp. 333-347.
 Fanaie, N. and Dizaj, E. (2014). Response modification factor of the frames braced with reduced yielding segment BRB. Structural Engineering and Mechanics, vol. 50, no. 1.
 Dizaj, E., Fanaie, N., and Zarifpour, A. (2017). Probabilistic seismic demand assessment of steel frames braced with reduced yielding segment buckling restrained braces. Advances in Structural Engineering, vol. 21, no. 7, pp. 1002-1020.
 Mohammadi, M., Kafi, M. A., Kheyroddin, A., and Ronagh, H. R. (2018). Experimental Study Of Innovative Composite Buckling-Restrained Fuse For Concentrically Braced Frames Under Cyclic Load, presented at the ASEA SEC 04, Brisbane, Australia.
 Mohammadi, M., Kafi, M. A., Kheyroddin, A., and Ronagh, H. R. (2018). Experimental And Numerical Investigation Of Innovative Composite Buckling-Restrained Fuse, presented at the ACMSM25, Brisbane, Australia.
 Pandikkadavath, M. S. and Sahoo, D. R. (2016). Cyclic testing of short-length buckling-restrained braces with detachable casings. Earthquakes and Structures. vol. 10, pp. 699-716.
 Sahoo, D. R. and Pandikkadavath, M. S. (2014). Experimental Study on Reduced-length Buckling-restrained Braces under Slow-cyclic Loading, presented at the Tenth U.S. National Conference on Earthquake Engineering, Anchorage, Alaska.
 Bruneau, M., Uang, C. M., and Sabelli, R. (2011). Ductile Design of Steel Structures, 2nd Edition. McGraw-Hill Education.
 Budynas, R. G., Nisbett, J. K., and Shigley, J. E. (2011). Shigley's mechanical engineering design. 9th Ed. New York: McGraw-Hill.
 Usami, T., Wang, C., and Funayama, J. (2011). Low-Cycle Fatigue Tests of a Type of Buckling Restrained Braces. Procedia Engineering, vol. 14, pp. 956-964.
 DIN 17100, Steels for general structural purposes-Quality Standard. (1980).
 ASTM E8/E8M-16a, Standard Test Methods for Tension Testing of Metallic Materials. (2016).
 AISC341. (2016). ANSI/AISC 341-16, Seismic Provisions for Structural Steel Buildings. United States of America, Chicago: American Institute of Steel Construction.
 ATC24. (1992). Guidelines for cyclic seismic testing of components of steel structures. Redwood City, Calif.: Applied Technology Council.
 Uriz, P. (2008). Toward earthquake-resistant design of concentrically braced steel-frame structures. Berkeley, Calif.: Pacific Earthquake Engineering Research Center.