Aghani, H., Cheraghi, K., & Bakhshipour, M. (2024). Numerical investigation of the effect of aluminum yielding damper for the retrofitting of semi-rigid steel frames. Periodica Polytechnica Civil Engineering, 68(2), 349-357.
ASTM (2009). Standard Test Methods for Tension Testing of Metallic Materials. ASTM E8/E8M-09.
AISC (2022). Seismic Provisions for Structural Steel Buildings. ANSI/AISC 341-22. An American National Standard. American Institute of Steel Construction.
AISC (2022). Specification for Structural Steel Buildings. ANSI/AISC 360-22. An American National Standard. American Institute of Steel Construction.
ATC (1992). Guidelines for Cyclic Seismic Testing of Components of Steel Structures. Applied Technology Council.
Benavent-Climent, A., Morillas, L., & Vico, J.M. (2011). A study on using wide‐flange section web under out-of-plane flexure for passive energy dissipation. Earthquake Engineering & Structural Dynamics, 40(5), 473-490.
Christopoulos, C., Tremblay, R., Kim, H.-J., & Lacerte, M. (2008). Self-centering energy dissipative bracing system for the seismic resistance of structures: development and validation. Journal of Structural Engineering, 134(1), 96-107.
Dong, H., Du, X., Han, Q., Hao, H., Bi, K., & Wang, X. (2017). Performance of an Innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers. Engineering Structures, 148, 47-62.
Federal Emergency Manegement (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA356, Washington, D.C.
Fujimoto, M., Wada, A., & Saeki, E. (1990). Development of unbonded brace. Quarterly Column, 115, 91-96.
Garivani, S., Aghakouchak, A., & Shahbeyk, S. (2016). Numerical and experimental study of comb-teeth metallic yielding dampers. International Journal of Steel Structures, 16, 177-196.
Ghowsi, A.F., Faqiri, A., & Sahoo, D.R. (2019). 'Numerical Study on Cyclic Response of Self-Centering Steel Buckling-Restrained Braces'. In: Rao, A., Ramanjaneyulu, K., (eds) Recent Advances in Structural Engineering, Vol 1. Lecture Notes in Civil Engineering, Vol. 11.
Grossi, E., Aprile, A., Zerbin, M., & Livieri, P. (2024). Preliminary experimental tests of a novel friction damper for seismic retrofit of RC precast structures. Engineering Structures, 305, 117718.
Hoveidae, N., Tremblay, R., Rafezy, B., & Davaran, A. (2015). Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces. Journal of Constructional Steel Research, 114, 89-99.
Issa, A.S., & Alam, M.S. (2019). Seismic performance of a novel single and double spring-based piston bracing. Journal of Structural Engineering, 145(2), 04018261.
Maleki, S., & Mahjoubi, S. (2013). Dual-pipe damper. Journal of Constructional Steel Research, 85, 81-91.
Miller, D.J., Fahnestock, L.A., & Eatherton, M.R. (2011). Self-Centering Buckling-Restrained Braces for Advanced Seismic Performance. Structures Congress, Las Vegas, United States.
Miller, D.J., Fahnestock, L.A., & Eatherton, M.R. (2012). Development and experimental validation of a nickel–titanium shape memory alloy self-centering buckling-restrained brace. Engineering Structures, 40, 288-298.
Oinam, R.M., & Sahoo, D.R. (2015). Enhancement of Lateral Capacity of Damaged Non-Ductile RC Frame Using Combined-Yielding Metallic Damper. Advances in Structural Engineering: Materials, 3.
Pandikkadavath, M.S., & Sahoo, D.R. (2016). Cyclic testing of short-length buckling-restrained braces with detachable casings. Earthquakes and Structures, 10(3), 699-716.
Piedrafita, D., Cahis, X., Simon, E., & Comas, J. (2015). A new perforated core buckling restrained brace. Engineering Structures, 85, 118-126.
Rahimi, H., Esfandari, J., & TahamouliRoudsari, M. (2024). Experimental and numerical assessment of the seismic behavior of non-uniform slit dampers and bar dampers in moment resisting reinforced concrete frames. Periodica Polytechnica Civil Engineering, 68(1), 314-324.
Shang, C., Zhou, Y., Shi, F., Li, J., & Jiang, K. (2024). Investigation on mechanical behavior of shear panel damper under bidirectional loading. Journal of Constructional Steel Research, 216, 108580.
Wu, A.C., Lin, P.C., & Tsai, K.C. (2014). High-mode buckling responses of buckling-restrained brace core plates. Earthquake Engineering & Structural Dynamics, 43(3), 375-393.
Wu, J., & Phillips, B.M. (2017). Passive self-centering hysteretic damping brace based on the elastic buckling mode jump mechanism of a capped column. Engineering Structures, 134, 276-288.
Yazdani, M., Tasnimi, A.A., (2024). Investigating the cyclic behavior of the new self-centering buckling restrained brace. 9th International Conference on Seismology and Earthquake Engineering (SEE9), Tehran, Iran (in Persian).
Zhai, Z., Liu, Y., Mercan, O., Zou, S., & Zhou, F. (2024). A hybrid buckling-restrained brace for enhancing the seismic performance of steel moment resisting frames. Soil Dynamics and Earthquake Engineering, 178, 108464.
Zhu, S., & Zhang, Y. (2008). Seismic analysis of concentrically braced frame systems with self-centering friction damping braces. Journal of Structural Engineering, 134(1), 121-131.
