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Kokalanov, V. / Trifunac, M. D. / Gicev, V. / Kocaleva, M. / Stojanova, A. (2022): High frequency calibration of a finite element model of an irregular building via ambient vibration measurements. Dans: Soil Dynamics and Earthquake Engineering, v. 153 (février 2022).
https://doi.org/10.1016/j.soildyn.2021.107005
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Trifunac, M. D. / Westermo, B. D. (1982): Duration of strong earthquake shaking. Dans: International Journal of Soil Dynamics and Earthquake Engineering, v. 1, n. 3 (juillet 1982).
https://doi.org/10.1016/0261-7277(82)90002-x
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Lee, V. W. / Trifunac, M. D. / Feng, C. C. (1982): Effects of foundation size on Fourier spectrum amplitudes of earthquake accelerations recorded in buildings. Dans: International Journal of Soil Dynamics and Earthquake Engineering, v. 1, n. 2 (avril 1982).
https://doi.org/10.1016/0261-7277(82)90013-4
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Gupta, I. D. / Trifunac, M. D. (1998): An improved probabilistic spectrum superposition. Dans: Soil Dynamics and Earthquake Engineering, v. 17, n. 1 (janvier 1998).
https://doi.org/10.1016/s0267-7261(97)00030-4
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Trifunac, M. D. / Ivanovć, S. S. / Todorovska, M. I. / Novikova, E. I. / Gladkov, A. A. (1999): Experimental evidence for flexibility of a building foundation supported by concrete friction piles. Dans: Soil Dynamics and Earthquake Engineering, v. 18, n. 3 (avril 1999).
https://doi.org/10.1016/s0267-7261(98)00046-3
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Trifunac, M. D. / Lee, V. W. (1989): Empirical models for scaling pseudo relative velocity spectra of strong earthquake accelerations in terms of magnitude, distance, site intensity and recording site conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 8, n. 3 (juillet 1989).
https://doi.org/10.1016/s0267-7261(89)80008-9
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Trifunac, M. D. / Lee, V. W. (1989): Empirical models for scaling Fourier amplitude spectra of strong ground acceleration in terms of earthquake magnitude source to station distance, site intensity and recording site conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 8, n. 3 (juillet 1989).
https://doi.org/10.1016/s0267-7261(89)80007-7
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Trifunac, M. D. (1991): Empirical scaling of Fourier spectrum amplitudes of recorded strong earthquake accelerations in terms of Modified Mercalli Intensity, local soil conditions and depth of sediments. Dans: Soil Dynamics and Earthquake Engineering, v. 10, n. 1 (janvier 1991).
https://doi.org/10.1016/0267-7261(91)90009-o
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Todorovska, M. I. / Trifunac, M. D. (1997): Distribution of Pseudo Spectral Velocity during the Northridge, California, earthquake of 17 January 1994. Dans: Soil Dynamics and Earthquake Engineering, v. 16, n. 3 (avril 1997).
https://doi.org/10.1016/s0267-7261(96)00045-0
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Todorovska, M. I. / Trifunac, M. D. (1996): Hazard mapping of normalized peak strain in soils during earthquakes: microzonation of a metropolitan area. Dans: Soil Dynamics and Earthquake Engineering, v. 15, n. 5 (juillet 1996).
https://doi.org/10.1016/0267-7261(96)00006-1
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Novikova, E. I. / Trifunac, M. D. (1993): Modified Mercalli intensity scaling of the frequency dependent duration of strong ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 12, n. 5 (janvier 1993).
https://doi.org/10.1016/0267-7261(93)90016-k
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Trifunac, M. D. (1993): Long period Fourier amplitude spectra of strong motion acceleration. Dans: Soil Dynamics and Earthquake Engineering, v. 12, n. 6 (janvier 1993).
https://doi.org/10.1016/0267-7261(93)90039-t
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Novikova, E. I. / Trifunac, M. D. (1993): The Modified Mercalli intensity and the geometry of the sedimentary basin as scaling parameters of the frequency dependent duration of strong ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 12, n. 4 (janvier 1993).
https://doi.org/10.1016/0267-7261(93)90059-z
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Gupta, I. D. / Trifunac, M. D. (2018): Empirical scaling relations for pseudo relative velocity spectra in western Himalaya and northeastern India. Dans: Soil Dynamics and Earthquake Engineering, v. 106 (mars 2018).
https://doi.org/10.1016/j.soildyn.2017.12.005
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Trifunac, M. D. (1995): Empirical criteria for liquefaction in sands via standard penetration tests and seismic wave energy. Dans: Soil Dynamics and Earthquake Engineering, v. 14, n. 6 (janvier 1995).
https://doi.org/10.1016/0267-7261(95)00016-n
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Lee, V. W. / Manić, M. I. / Bulajić, B. Ð. / Herak, D. / Herak, M. / Trifunac, M. D. (2015): Microzonation of Banja Luka for performance-based earthquake-resistant design. Dans: Soil Dynamics and Earthquake Engineering, v. 78 (novembre 2015).
https://doi.org/10.1016/j.soildyn.2014.06.035
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Trifunac, M. D. / Todorovska, M. I. (2000): Long period microtremors, microseisms and earthquake damage: Northridge, CA, earthquake of 17 January 1994. Dans: Soil Dynamics and Earthquake Engineering, v. 19, n. 4 (juin 2000).
https://doi.org/10.1016/s0267-7261(00)00013-0
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Trifunac, M. D. / Todorovska, M. I. (2001): Evolution of accelerographs, data processing, strong motion arrays and amplitude and spatial resolution in recording strong earthquake motion. Dans: Soil Dynamics and Earthquake Engineering, v. 21, n. 6 (août 2001).
https://doi.org/10.1016/s0267-7261(01)00013-6
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Trifunac, M. D. / Todorovska, M. I. (2004): Maximum distance and minimum energy to initiate liquefaction in water saturated sands. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 2 (février 2004).
https://doi.org/10.1016/j.soildyn.2003.11.001
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Trifunac, M. D. (1994): MLSM of the 1989 Loma Prieta earthquake. Dans: Soil Dynamics and Earthquake Engineering, v. 13, n. 5 (janvier 1994).
https://doi.org/10.1016/0267-7261(94)90023-x
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Trifunac, M. D. (2008): Energy of strong motion at earthquake source. Dans: Soil Dynamics and Earthquake Engineering, v. 28, n. 1 (janvier 2008).
https://doi.org/10.1016/j.soildyn.2007.06.009
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Jordanovski, L. R. / Trifunac, M. D. (1990): Least square model with spatial expansion: application to the inversion of earthquake source mechanism. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 6 (novembre 1990).
https://doi.org/10.1016/s0267-7261(05)80013-2
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Jordanovski, L. R. / Trifunac, M. D. (1990): Least square inversion with time shift optimization and an application to earthquake source mechanism. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 5 (septembre 1990).
https://doi.org/10.1016/s0267-7261(05)80003-x
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Trifunac, M. D. (1990): A microzonation method based on uniform risk spectra. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 1 (janvier 1990).
https://doi.org/10.1016/s0267-7261(09)90008-2
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Trifunac, M. D. / Lee, V. W. (1990): Frequency dependent attenuation of strong earthquake ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 9, n. 1 (janvier 1990).
https://doi.org/10.1016/s0267-7261(09)90004-5
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Wong, H. L. / Trifunac, M. D. (1979): Generation of artificial strong motion accelerograms. Dans: Earthquake Engineering and Structural Dynamics, v. 7, n. 6 (novembre 1979).
https://doi.org/10.1002/eqe.4290070602
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Luco, J. E. / Trifunac, M. D. / Wong, H. L. (1988): Isolation of soil-structure interaction effects by full-scale forced vibration tests. Dans: Earthquake Engineering and Structural Dynamics, v. 16, n. 1 (janvier 1988).
https://doi.org/10.1002/eqe.4290160102
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Trifunac, M. D. (1994): Fourier amplitude spectra of strong motion acceleration: Extension to high and low frequencies. Dans: Earthquake Engineering and Structural Dynamics, v. 23, n. 4 (avril 1994).
https://doi.org/10.1002/eqe.4290230404
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Novikova, E. I. / Trifunac, M. D. (1994): Duration of strong ground motion in terms of earthquake magnitude, epicentral distance, site conditions and site geometry. Dans: Earthquake Engineering and Structural Dynamics, v. 23, n. 9 (septembre 1994).
https://doi.org/10.1002/eqe.4290230907
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Trifunac, M. D. / Novikova, E. I. (1995): Duration of earthquake fault motion in California. Dans: Earthquake Engineering and Structural Dynamics, v. 24, n. 6 (juin 1995).
https://doi.org/10.1002/eqe.4290240602