[1] Iwan, W. D. (1997). Drift spectrum: measure of demand for earthquake ground motions. Journal of Structural Engineering, 123(4), 397–404.
[2] Foutch, D. A., & Jennings, P. C. (1978). A study of the apparent change in the foundation response of a nine-story reinforced concrete building. Bulletin of the Seismological Society of America, 68(1), 219–229.
[3] Dym, C. L., & Williams, H. E. (2007). Estimating fundamental frequencies of tall buildings. Journal of Structural Engineering, 133(10), 1479–1483.
[4] Miranda, E., & Taghavi, S. (2005). Approximate floor acceleration demands in multi-story buildings. I: Formulation. Journal of Structural Engineering, 131(2), 203–211.
[5] Taghavi, S., & Miranda, E. (2005). Approximate floor acceleration demands in multi-story buildings. II: Applications. Journal of Structural Engineering.
[6] Ghahari, S. F., Abazarsa, F., & Taciroglu, E. (2015). Efficient model updating of a multi-story frame and its foundation stiffness from earthquake records using a Timoshenko beam model. Soil Dynamics & Earthquake Engineering, 1–24.
[7] Ebrahimian, M., & Todorovska, M. I. (2013). Wave propagation in a Timoshenko beam building model. Journal of Engineering Mechanics, 140(5), 4014018.
[8] Ebrahimian, M., Rahmani, M., & Todorovska, M. I. (2014). Nonparametric estimation of wave dispersion in high-rise buildings by seismic interferometry. Earthquake Engineering & Structural Dynamics, 43(15), 2361–2375.
[9] Yuen, K.-V. (2010). Bayesian methods for structural dynamics and civil engineering. John Wiley & Sons.
[10] Timoshenko, S. P. (1921). On the correction for shear of the differential equation for transverse vibrations of prismatic bars. The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, 41(245), 744–746.
[11] Levinson, M., & Cooke, D. W. (1982). On the two frequency spectra of Timoshenko beams. Journal of Sound and Vibration, 84(3), 319–326.
[12] Abbas, B. a. H. (1984). Vibrations of Timoshenko beams with elastically restrained ends. Journal of Sound and Vibration, 97(4), 541–548.
[13] Aristizabal-Ochoa, J. D. (2004). Timoshenko beam-column with generalized end conditions and non-classical modes of vibration of shear beams. Journal of Engineering Mechanics, 130(10), 1151–1159.
[14] Dong, S. B., Alpdogan, C., & Taciroglu, E. (2010). Much ado about shear correction factors in Timoshenko beam theory. International Journal of Solids and Structures, 47(13), 1651–1665.
[15] Taciroglu, E., Ghahari, S. F., & Abazarsa, F. (2017). Efficient model updating of a multi-story frame and its foundation stiffness from earthquake records using a Timoshenko beam model. Soil Dynamics and Earthquake Engineering, 92, 25–35.
[16] Ertugrul Taciroglu, Mehmet Çelebi, S. Farid Ghahari, F. A. (2017). An investigation of soil-structure interaction effects observed at the MIT green building. The Professional Journal of the Earthquake Engineering Research Institute.
[17] Yuen, K. V., Beck, J. L., & Katafygiotis, L. S. (2006). Efficient model updating and health monitoring methodology using incomplete modal data without mode matching. Structural Control and Health Monitoring, 13(1), 91–107.
[18] Katafygiotis, L. S., & Yuen, K. V. (2001). Bayesian spectral density approach for modal updating using ambient data. Earthquake Engineering and Structural Dynamics, 30(8), 1103–1123.
[19] Yuen, K. V., Beck, J. L., & Katafygiotis, L. S. (2002). Probabilistic approach for modal identification using non-stationary noisy response measurements only. Earthquake Engineering and Structural Dynamics, 31(4), 1007–1023.
[20] Yuen, K. V., & Katafygiotis, L. S. (2001). Bayesian time-domain approach for modal updating using ambient data. Probabilistic Engineering Mechanics, 16(3), 219–231.
[21] Yuen, K.-V., & Katafygiotis, L. S. (2002). Bayesian modal updating using complete input and incomplete response noisy measurements. Journal of Engineering Mechanics, 128(3), 340–350.
[22] Shirzad-Ghaleroudkhani, N., Mahsuli, M., Ghahari, S. F., & Taciroglu, E. (2017). Bayesian identification of soil - foundation stiffness of building structures. Structural Control and Health Monitoring, In Press.
[23] Huang, T. C. (1961). The effect of rotatory inertia and of shear deformation on the frequency and normal mode equations of uniform beams with simple end conditions. Journal of Applied Mechanics, 28(4), 579–584.
[24] Cheng, M. H., & Heaton, T. H. (2015). Simulating building motions using ratios of the building’s natural frequencies and a Timoshenko beam model. Earthquake Spectra, 31(1), 403–420.
[25] Han, S. M., Benaroya, H., & Wei, T. (1999). Dynamics of transversely vibrating beams using four engineering theories. Journal of Sound and Vibration, 225(5), 935–988.
[26] Paolo, G., Reinhorn, A. M., & Bruneau, M. (2010). Framework for analytical quantification of disaster resilience. Engineering Structures, 32(11), 3639–3649.
[27] U. B. Code. (1997). Uniform Building Code. Whittier, CA: International conference of building officials.
[28] International Code Council. (2012). International Building Code. Washington D. C.
[29] CA: Computers and structures, Inc. (2013). ETABS, Berkley: August 2013.
[30] Byrd, R. H., Gilbert, J. C., & Nocedal, J. (2000). A trust region method based on interior point techniques for nonlinear programming. Mathematical Programming, 89(1), 149–185.
[31] Ugray, Z., Lasdon, L., Plummer, J., Glover, F., Kelly, J., & Martí, R. (2007). Scatter search and local NLP solvers: A multistart framework for global optimization. INFORMS Journal on Computing, 19(3), 328–340.
[32] Mathworks. (2013). MATLAB, The language of technical computing.