[1] Luco, N., & Bazzurro, P. (2007). Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? Earthquake Engineering & Structural Dynamics, 36(13), 1813-1835.
[2] Ancheta, T. D., Darragh, R. B., Stewart, J. P., Seyhan, E., Silva, W. J., Chiou, B. S. J., … & Kishida, T. (2014). NGA-West2 database. Earthquake Spectra, 30(3), 989-1005.
[3] American Society of Civil Engineers. (2016). Minimum Design Loads and Associated Criteria for Buildings and Other Structures. ASCE/SEI 7-16.
[4] Baker, J. W. (2010). Conditional mean spectrum: Tool for ground-motion selection. Journal of Structural Engineering, 137(3), 322-331.
[5] Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis. Earthquake Engineering & Structural Dynamics, 31(3), 491-514.
[6] Jalayer, F., & Cornell, C. A. (2009). Alternative non‐linear demand estimation methods for probability‐based seismic assessments. Earthquake Engineering & Structural Dynamics, 38(8), 951-972.
[7] Bradley, B. A. (2013). A critical examination of seismic response uncertainty analysis in earthquake engineering. Earthquake Engineering & Structural Dynamics, 42(11), 1717-1729.
[8] United States Geological Survey. Unified Hazard Tool.
[9] Baker, J. W. (2015). Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra, 31(1), 579-599.
[10] Haselton, C. B., Whittaker, A. S., Hortacsu, A., Baker, J. W., Bray, J., & Grant, D. N. (2012, September). Selecting and scaling earthquake ground motions for performing response-history analyses. 15th World Conference on Earthquake Engineering, 4207-4217. Earthquake Engineering Research Institute.
[11] Jalayer, F., Ebrahimian, H., Miano, A., Manfredi, G., & Sezen, H. (2017). Analytical fragility assessment using unscaled ground motion records. Earthquake Engineering & Structural Dynamics, 46(15), 2639-2663.
[12] Aki, K., & Richards, P. G. (2002). Quantitative seismology. University Science Books.
[13] Srinath, L. S. (2009). Advanced mechanics of solids. Tata McGraw-Hill Education.
[14] Shearer, P. M. (2009). Introduction to seismology. Cambridge University Press.
[15] Graves, R. W., & Pitarka, A. (2010). Broadband ground-motion simulation using a hybrid approach. Bulletin of the Seismological Society of America, 100(5A), 2095-2123.
[16] Ji, C., Wald, D. J., & Helmberger, D. V. (2002). Source description of the 1999 Hector Mine, California, earthquake, part I: Wavelet domain inversion theory and resolution analysis. Bulletin of the Seismological Society of America, 92(4), 1192-1207.
[17] Minson, S. (2010). A Bayesian approach to earthquake source studies. Doctoral dissertation, California Institute of Technology.
[18] Green’s Function. Wikipedia Link.
[19] Hutchings, L., Viegas, G., & D’Amico, S. (2012). Application of empirical Green’s functions in earthquake source, wave propagation and strong ground motion studies. INTECH Open Access Publisher.