[1] M. Wakabayashi, T. Nakamura, A. Kashibara, T. Morizono, H. Yokoyama, Experimental study of elasto-plastic properties of precast concrete wall panels with built-in insulating braces, in: Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, 1973, pp. 12-20.
[2] C.C. Chen, S.Y. Chen, J.J. Liaw, Application of low yield strength steel on controlled plastification ductile concentrically braced frames, Canadian Journal of Civil Engineering, 28(5) (2001) 823-836.
[3] S. Mahin, P. Uriz, I. Aiken, C. Field, E. Ko, Seismic performance of buckling restrained braced frame systems, 13th World Conference on Earthquake Engineering, 2004.
[4] M. Dehghani, R. Tremblay, Design and full‐scale experimental evaluation of a seismically endurant steel buckling‐restrained brace system, Earthquake Engineering & Structural Dynamics, 47(1) (2018) 105-129.
[5] T. Takeuchi, J. Hajjar, R. Matsui, K. Nishimoto, I. Aiken, Effect of local buckling core plate restraint in buckling restrained braces, Engineering Structures, 44 (2012) 304-311.
[6] L. Di Sarno, A.S. Elnashai, Bracing systems for seismic retrofitting of steel frames, Journal of Constructional Steel Research, 65(2) (2009) 452-465.
[7] J. Shen, O. Seker, B. Akbas, P. Seker, S. Momenzadeh, M. Faytarouni, Seismic performance of concentrically braced frames with and without brace buckling, Engineering Structures, 141 (2017) 461-481.
[8] K. Atasever, S. Inanaga, T. Takeuchi, Y. Terazawa, O.C. Celik, Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables, Earthquake Engineering & Structural Dynamics, 49(15) (2020) 1640-1661.
[9] C. Tong, J. Wu, K. Hua, L. Xie, Low-cycle fatigue life estimation curve for buckling-restrained braces based on cumulative plastic deformation, Journal of Earthquake Engineering, 26(6) (2022) 2773-2801.
[10] R.P. Kennedy, C.A. Cornell, R. Campbell, S. Kaplan, H. Perla, Probabilistic seismic safety study of an existing nuclear power plant, Nuclear Engineering and Design, 59(2) (1980) 315-338.
[11] C. Kircher, W. Martin, Development of fragility curve for estimating of earthquake damage, Proceedings of the Workshop on Continuing Action to Reduce Losses from Earthquake, 1993.
[12] A.F. Ghowsi, D.R. Sahoo, Fragility assessment of buckling-restrained braced frames under near-field earthquakes, Steel and Composite Structures, 19(1) (2015) 173-190.
[13] X. He, Z. Lu, Seismic fragility assessment of a super tall building with hybrid control strategy using IDA method, Soil Dynamics and Earthquake Engineering, 123 (2019) 278-291.
[14] S. Hu, W. Wang, Comparative seismic fragility assessment of mid-rise steel buildings with non-buckling (BRB and SMA) braced frames and self-centering energy-absorbing dual rocking core system, Soil Dynamics and Earthquake Engineering, 142 (2021) 106546.
[15] X. Ouyang, Y. Zhang, X. Ou, Y. Shi, S. Liu, J. Fan, Seismic fragility analysis of buckling-restrained brace-strengthened reinforced concrete frames using a performance-based plastic design method, Structures, 43 (2022) 338-350.
[16] A. Filiatrault, C.M. Uang, B. Folz, C. Chrstopoulos, K. Gatto, Reconnaissance report of the February 28, 2001 Nisqually (Seattle-Olympia) earthquake. Report No. SSRP-2001/02 for the Structural Systems Research Project, University of California, San Diego; La Jolla, USA 2 (2001).
[17] E. Miranda, G. Mosqueda, R. Retamales, G. Pekcan, Performance of nonstructural components during the 27 February 2010 Chile earthquake, Earthquake Spectra, 28 (2012) 453-471.
[18] R.P. Dhakal, A. Pourali, A.S. Tasligedik, T. Yeow, A. Baird, G. MacRae, S. Pampanin, A. Palermo, Seismic performance of non-structural components and contents in buildings: an overview of NZ research, Earthquake Engineering and Engineering Vibration, 15 (2016) 1-17.
[19] D. Perrone, P. Calvi, R. Nascimbene, E. Fischer, G. Magliulo, Seismic performance of non-structural elements during the 2016 Central Italy earthquake, Bulletin of Earthquake Engineering, 17 (2019) 5655-5677.
[20] D. Gautam, R. Adhikari, R. Rupakhety, Seismic fragility of structural and non-structural elements of Nepali RC buildings, Engineering Structures, 232 (2021) 111879.
[21] A. Wanitkorkul, A. Filiatrault, Influence of passive supplemental damping systems on structural and nonstructural seismic fragilities of a steel building, Engineering Structures, 30(3) (2008) 682-675.
[22] D. Vamvatsikos, C.A. Cornell, Incremental dynamic analysis, Earthquake Engineering & Structural Dynamics, 31(3) (2002) 491-514.
[23] K. Bakalis, D. Vamvatsikos, Seismic fragility functions via nonlinear response history analysis, Journal of Structural Engineering, 144(10) (2018) 04018181.
[24] J.W. Baker, Efficient analytical fragility function fitting using dynamic structural analysis, Earthquake Spectra, 31(1) (2015) 579-599.
[25] HAZUS 5.1., Hazus earthquake model technical manual, Department of Homeland Security, Emergency Preparedness and Response Directorate, FEMA, Washington, DC, USA.2022.
[26] AISC. Specification for structural steel buildings. ANSI/AISC 360-16. American Institute of Steel Construction, Chicago, Illinois, USA, (2016).
[27] AISC. Seismic provisions for structural steel buildings. ANSI/AISC 341-16. American Institute of Steel Construction, Chicago, Illinois, USA, (2016).
[28] ASCE. Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-16, American Society of Civil Engineers, Reston, Virginia, USA, (2016).
[29] A. Upadhyay, C. Pantelides, L. Ibarra, Residual drift mitigation for bridges retrofitted with buckling restrained braces or self centering energy dissipation devices, Engineering Structures, 199 (2019) 109663.
[30] W. Xu, C.P. Pantelides, Strong-axis and weak-axis buckling and local bulging of buckling-restrained braces with prismatic core plates, Engineering Structures, 153 (2017) 279-289.
[31] Y. Feng, J. Wu, C. Wang, S. Meng, Evaluating the effect of buckling-restrained brace model on seismic structural responses, Journal of Earthquake and Tsunami, 11(1) (2017) 1750002.
[32] FEMA. Quantification of building seismic performance factors. FEMA-P695, Federal Emergency Management Agency, Washington, DC, USA, (2009).
[33] J.E. Padgett, B.G. Nielson, R. DesRoches, Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios, Earthquake Engineering & Structural Dynamics, 37(5) (2008) 711-725.
)