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Mihailo D. Trifunac ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Cruz, Lichiel / Todorovska, Maria I. / Chen, Mingyang / Trifunac, Mihailo D. / Aihemaiti, Alimu / Lin, Guoliang / Cui, Jianwen (2024): For how large soil shear wave velocity the soil-structure interaction effects on a tall building can be neglected? – A case study. Dans: Soil Dynamics and Earthquake Engineering, v. 184 (septembre 2024).

    https://doi.org/10.1016/j.soildyn.2024.108845

  2. Abbasgholiha, Hamid / Gičev, Vlado / Trifunac, Mihailo D. / Jalali, Reza S. / Todorovska, Maria I. (2023): Collapsing Response of a Nonlinear Shear-Beam Building Model Excited by Horizontal and Vertical Strong-Motion Pulses at Its Base. Dans: Buildings, v. 13, n. 7 (28 juin 2023).

    https://doi.org/10.3390/buildings13071712

  3. Gupta, Vinay K. / Trifunac, Mihailo D. (1991): Effects Of Ground Rocking On Dynamic Response Of Multistoried Buildings During Earthquakes. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 432 (juillet 1991).

    https://doi.org/10.2208/jscej.1991.432_43

  4. Amini, Ali / Trifunac, Mihailo D. (1981): Distribution of Peaks in Linear Earthquake Response. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 107, n. 1 (février 1981).

    https://doi.org/10.1061/jmcea3.0002693

  5. Lee, Vincent W. / Trifunac, Mihailo D. (1982): Body Wave Excitation of Embedded Hemisphere. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 108, n. 3 (juin 1982).

    https://doi.org/10.1061/jmcea3.0002836

  6. Gičev, Vlado / Kisomi, Hossein Bazeghi / Trifunac, Mihailo D. / Jalali, Reza S. (2019): Flexibility of foundation increases the base shear and horizontal strains during an out–of–plane response to an SH pulse in linear and nonlinear soil. Dans: Soil Dynamics and Earthquake Engineering, v. 127 (novembre 2019).

    https://doi.org/10.1016/j.soildyn.2019.105837

  7. Kojic, Slobodan B. / Trifunac, Mihailo D. (1991): Earthquake Stresses in Arch Dams. I: Theory and Antiplane Excitation. Dans: Journal of Engineering Mechanics (ASCE), v. 117, n. 3 (mars 1991).

    https://doi.org/10.1061/(asce)0733-9399(1991)117:3(532)

  8. Kojic, Slobodan B. / Trifunac, Mihailo D. (1991): Earthquake Stresses in Arch Dams. II: Excitation by SV‐, P‐, and Rayleigh Waves. Dans: Journal of Engineering Mechanics (ASCE), v. 117, n. 3 (mars 1991).

    https://doi.org/10.1061/(asce)0733-9399(1991)117:3(553)

  9. Trifunac, Mihailo D. / Todorovska, Maria I. (2004): 1971 San Fernando and 1994 Northridge, California, earthquakes: did the zones with severely damaged buildings reoccur?. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 3 (avril 2004).

    https://doi.org/10.1016/j.soildyn.2003.11.006

  10. Todorovska, Maria I. / Trifunac, Mihailo D. / Ding, Haiping / Orbović, Nebojša (2015): Coherency of dispersed synthetic earthquake ground motion at small separation distances: Dependence on site conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).

    https://doi.org/10.1016/j.soildyn.2015.08.004

  11. Jalali, Reza S. / Jokandan, Masoumeh Bahari / Trifunac, Mihailo D. (2013): Earthquake response of a three-span bridge, with mid-span supported by isolators, to near-field pulse and permanent-displacement step. Dans: Soil Dynamics and Earthquake Engineering, v. 48 (mai 2013).

    https://doi.org/10.1016/j.soildyn.2013.01.001

  12. Trifunac, Mihailo D. (2008): Early history of the response spectrum method. Dans: Soil Dynamics and Earthquake Engineering, v. 28, n. 9 (septembre 2008).

    https://doi.org/10.1016/j.soildyn.2007.10.014

  13. Trifunac, Mihailo D. (2008): 75th Anniversary of the response spectrum method—A historical review. Dans: Soil Dynamics and Earthquake Engineering, v. 28, n. 9 (septembre 2008).

    https://doi.org/10.1016/j.soildyn.2007.11.007

  14. Todorovska, Maria I. / Trifunac, Mihailo D. (2007): Earthquake damage detection in the Imperial County Services Building I: The data and time–frequency analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 6 (juin 2007).

    https://doi.org/10.1016/j.soildyn.2006.10.005

  15. Liang, Jianwen / Fu, Jia / Todorovska, Maria I. / Trifunac, Mihailo D. (2013): Effects of site dynamic characteristics on soil–structure interaction (II): Incident P and SV waves. Dans: Soil Dynamics and Earthquake Engineering, v. 51 (août 2013).

    https://doi.org/10.1016/j.soildyn.2013.03.003

  16. Liang, Jianwen / Fu, Jia / Todorovska, Maria I. / Trifunac, Mihailo D. (2013): Effects of the site dynamic characteristics on soil–structure interaction (I): Incident SH-Waves. Dans: Soil Dynamics and Earthquake Engineering, v. 44 (janvier 2013).

    https://doi.org/10.1016/j.soildyn.2012.08.013

  17. Todorovska, Maria I. / Trifunac, Mihailo D. (2008): Earthquake damage detection in the Imperial County Services Building III: Analysis of wave travel times via impulse response functions. Dans: Soil Dynamics and Earthquake Engineering, v. 28, n. 5 (mai 2008).

    https://doi.org/10.1016/j.soildyn.2007.07.001

  18. Trifunac, Mihailo D. / Todorovska, Maria I. (2012): Duration of strong ground motion during Northridge, California, earthquake of January 17, 1994. Dans: Soil Dynamics and Earthquake Engineering, v. 38 (juillet 2012).

    https://doi.org/10.1016/j.soildyn.2012.01.020

  19. Gičev, Vlado / Trifunac, Mihailo D. (2012): Energy dissipation by nonlinear soil strains during soil–structure interaction excited by SH pulse. Dans: Soil Dynamics and Earthquake Engineering, v. 43 (décembre 2012).

    https://doi.org/10.1016/j.soildyn.2012.07.008

  20. Jalali, Reza S. / Jokandan, Masoumeh Bahari / Trifunac, Mihailo D. (2012): Earthquake response of a three-span, simply supported bridge to near-field pulse and permanent-displacement step. Dans: Soil Dynamics and Earthquake Engineering, v. 43 (décembre 2012).

    https://doi.org/10.1016/j.soildyn.2012.08.004

  21. Liang, Jianwen / Han, Bing / Todorovska, Maria I. / Trifunac, Mihailo D. (2018): 2D dynamic structure-soil-structure interaction for twin buildings in layered half-space II: Incident SV-waves. Dans: Soil Dynamics and Earthquake Engineering, v. 113 (octobre 2018).

    https://doi.org/10.1016/j.soildyn.2018.05.023

  22. Trifunac, Mihailo D. (2009): 75th anniversary of strong motion observation—A historical review. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 4 (avril 2009).

    https://doi.org/10.1016/j.soildyn.2008.05.011

  23. Ding, Haiping / Trifunac, Mihailo D. / Todorovska, Maria I. / Orbović, Nebojša (2015): Coherence of dispersed synthetic strong earthquake ground motion at small separation distances. Dans: Soil Dynamics and Earthquake Engineering, v. 70 (mars 2015).

    https://doi.org/10.1016/j.soildyn.2014.11.010

  24. Hayir, Abdul / Todorovska, Maria I. / Trifunac, Mihailo D. (2001): Antiplane response of a dike with flexible soil-structure interface to incident SH waves. Dans: Soil Dynamics and Earthquake Engineering, v. 21, n. 7 (octobre 2001).

    https://doi.org/10.1016/s0267-7261(01)00035-5

  25. Liang, Jianwen / Han, Bing / Todorovska, Maria I. / Trifunac, Mihailo D. (2017): 2D dynamic structure-soil-structure interaction for twin buildings in layered half-space I: Incident SH-waves. Dans: Soil Dynamics and Earthquake Engineering, v. 102 (novembre 2017).

    https://doi.org/10.1016/j.soildyn.2017.08.017

  26. Trifunac, Mihailo D. (2012): Earthquake response spectra for performance based design—A critical review. Dans: Soil Dynamics and Earthquake Engineering, v. 37 (juin 2012).

    https://doi.org/10.1016/j.soildyn.2012.01.019

  27. Todorovska, Maria I. / Trifunac, Mihailo D. (2010): Earthquake damage detection in the Imperial County Services Building II: Analysis of novelties via wavelets. Dans: Structural Control and Health Monitoring, v. 17, n. 8 (décembre 2010).

    https://doi.org/10.1002/stc.350

  28. Todorovska, Maria I. / Novikova, Elena I. / Trifunac, Mihailo D. / Ivanović, Sanja S. (1998): Advanced sensitivity calibration of the Los Angeles strong motion array. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 10 (octobre 1998).

    https://doi.org/10.1002/(sici)1096-9845(199810)27:10<1053::aid-eqe767>3.0.co;2-r

  29. Trifunac, Mihailo D. (1972): Comparisons between ambient and forced vibration experiments. Dans: Earthquake Engineering and Structural Dynamics, v. 1, n. 2 ( 1972).

    https://doi.org/10.1002/eqe.4290010203

  30. Trifunac, Mihailo D. (1973): Analysis of strong earthquake ground motion for prediction of response spectra. Dans: Earthquake Engineering and Structural Dynamics, v. 2, n. 1 ( 1973).

    https://doi.org/10.1002/eqe.4290020106

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