[1] Rossetto, T., Ioannou, I., Grant, D. N., and Maqsood, T. (2014). Guidelines for the empirical vulnerability assessment. GEM Technical Rep. 2014-08 V1.0.0. Pavia, Itally: GEM Foundation.
[2] Jaiswal, K., Wald, D., and D'Ayala, D. (2011). Developing empirical collapse fragility functions for global building types. Earthquake Spectra, 27(3), 775–795.
[3] D'Ayala, D., Meslem, A., Vamvatsikos, D., Porter, K., Rossetto, T., Crowley, H., and Silva, V. (2014). Guidelines for analytical vulnerability assessment of low/mid-rise buildings. Pavia, Italy: Vulnerability Global Component Project.
[4] Kennedy, R. P., Cornell, C. A., Campbell, R. D., Kaplan, S., and Perla, H. F. (1980). Probabilistic seismic safety study of an existing nuclear power plant. Nuclear Engineering and Design, 59(2), 315–338.
[5] Ellingwood, B. R., Celik, O. C., and Kinali, K. (2007). Fragility assessment of building structural systems in Mid-America. Earthquake Engineering and Structural Dynamics, 36(13), 1935–1952.
[6] Wanitkorkul, A., and Filiatrault, A. (2008). Influence of passive supplemental damping systems on structural and nonstructural seismic fragilities of a steel building. Engineering Structures, 30(3), 675–682.
[7] Rosti, A., Del Gaudio, C., Rota, M., Ricci, P., Di Ludovico, M., Penna, A., and Verderame, G. M. (2021). Empirical fragility curves for Italian residential RC buildings. Bulletin of Earthquake Engineering, 19, 3165–3183.
[8] Zhang, Y., Wang, Z., Jiang, L., Skalomenos, K., and Zhang, D. (2023). Seismic fragility analysis of masonry structures considering the effect of mainshock-aftershock sequences. Engineering Structures, 275, 115287.
[9] Karim, K. R., and Yamazaki, F. (2003). A simplified method of constructing fragility curves for highway bridges. Earthquake Engineering and Structural Dynamics, 32(10), 1603–1626.
[10] Padgett, J. E., Nielson, B. G., and DesRoches, R. (2008). Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthquake Engineering and Structural Dynamics, 37(5), 711–725.
[11] Thakkar, K., Rana, A., and Goyal, H. (2023). Fragility analysis of bridge structures: a global perspective and critical review of past and present trends. Advances in Bridge Engineering, 4(1), 1–28.
[12] O'Rourke, M. J., and So, P. (2000). Seismic fragility curves for on-grade steel tanks. Earthquake Spectra, 16(4), 801–815.
[13] Saha, S. K., Matsagar, V. A., and Jain, A. K. (2016). Seismic fragility of base-isolated water storage tanks under non-stationary earthquakes. Bulletin of Earthquake Engineering, 14(4), 1153–1175.
[14] Phan, H. N., Paolacci, F., Bursi, O. S., and Tondini, N. (2017). Seismic fragility analysis of elevated steel storage tanks supported by reinforced concrete columns. Journal of Loss Prevention in the Process Industries, 47, 57–65.
[15] Ghowsi, A. F., and Sahoo, D. R. (2015). Fragility assessment of buckling-restrained braced frames under near-field earthquakes. Steel and Composite Structures, 19(1), 173–190.
[16] He, X., and Lu, Z. (2019). Seismic fragility assessment of a super tall building with hybrid control strategy using IDA method. Soil Dynamics and Earthquake Engineering, 123, 278–291.
[17] Ruiz, S. E., Santos-Santiago, M. A., Orellana, M. A., and Jiménez, R. (2019). Fragility analysis of a soft first story building rehabilitated with buckling restrained braces. In: 12th Canadian Conference on Earthquake Engineering. Quebec, Canada.
[18] Hu, S., and Wang, W. (2021). 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, 106546.
[19] Bakalis, K., and Vamvatsikos, D. (2018). Seismic fragility functions via nonlinear response history analysis. Journal of Structural Engineering, 144(10), 04018181.
[20] Vamvatsikos, D., and Cornell, C. A. (2005). Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information. Earthquake Engineering and Etructural Dynamics, 34(13), 1573–1600.
[21] Ebrahimian, H., and Jalayer, F. (2021). Selection of seismic intensity measures for prescribed limit states using alternative nonlinear dynamic analysis methods. Earthquake Engineering and Structural Dynamics, 50(5), 1235–1250.
[22] Zentner, I., Gündel, M., and Bonfils, N. (2017). Fragility analysis methods: review of existing approaches and application. Nuclear Engineering and Design, 323, 245–258.
[23] Vamvatsikos, D., and Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31(3), 491–514.
[24] Baker, J. W. (2015). Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra, 31(1), 579–599.
[25] HAZUS 5.1. (2022). Hazus earthquake model technical manual, Department of Homeland Security, Emergency Preparedness and Response Directorate, FEMA, Washington, DC, USA.
[26] AISC. (2016). Specification for structural steel buildings. ANSI/AISC 360-16. American Institute of Steel Construction, Chicago, Illinois, USA.
[27] AISC. (2016). Seismic provisions for structural steel buildings. ANSI/AISC 341-16. American Institute of Steel Construction, Chicago, Illinois, USA.
[28] ASCE. (2016). Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-16, American Society of Civil Engineers, Reston, Virginia, USA.
[29] Upadhyay, A., Pantelides, C. P., and Ibarra, L. (2019). Residual drift mitigation for bridges retrofitted with buckling restrained braces or self centering energy dissipation devices. Engineering Structures, 199, 109663.
[30] FEMA. (2009). Quantification of building seismic performance factors. FEMA-P695, Federal Emergency Management Agency, Washington, DC, USA.
[31] Su, N., Lu, X., Zhou, Y., and Yang, T. Y. (2017). Estimating the peak structural response of high‐rise structures using spectral value‐based intensity measures. The Structural Design of Tall and Special Buildings, 26(8), e1356.
