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M. I. Todorovska

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Todorovska, M. I. / Lee, V. W. (1989): Seismic Waves in Buildings with Shear Walls or Central Core. In: Journal of Engineering Mechanics (ASCE), v. 115, n. 12 (Dezember 1989).

    https://doi.org/10.1061/(asce)0733-9399(1989)115:12(2669)

  2. Todorovska, M. I. / Trifunac, M. D. (1990): Propagation of Earthquake Waves in Buildings with Soft First Floor. In: Journal of Engineering Mechanics (ASCE), v. 116, n. 4 (April 1990).

    https://doi.org/10.1061/(asce)0733-9399(1990)116:4(892)

  3. Negmatullaev, S. Kh. / Todorovska, M. I. / Trifunac, M. D. (1999): Simulation of strong earthquake motion by explosions — experiments at the Lyaur testing range in Tajikistan. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 3 (April 1999).

    https://doi.org/10.1016/s0267-7261(98)00044-x

  4. Todorovska, M. I. / Lee, V. W. (1991): Surface motion of shallow circular alluvial valleys for incident plane waves-analytical solution. In: Soil Dynamics and Earthquake Engineering, v. 10, n. 4 (Mai 1991).

    https://doi.org/10.1016/0267-7261(91)90033-v

  5. Todorovska, M. I. / Hayir, A. / Trifunac, M. D. (2002): A note on tsunami amplitudes above submarine slides and slumps. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 2 (Februar 2002).

    https://doi.org/10.1016/s0267-7261(01)00058-6

  6. Ebrahimian, M. / Trifunac, M. D. / Todorovska, M. I. (2016): Prediction of building response at any level from recorded roof response: The Kanai–Yoshizawa formula revisited. In: Soil Dynamics and Earthquake Engineering, v. 80 (Januar 2016).

    https://doi.org/10.1016/j.soildyn.2015.08.001

  7. Trifunac, M. D. / Hayir, A. / Todorovska, M. I. (2002): Was Grand Banks event of 1929 a slump spreading in two directions?. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 5 (Juli 2002).

    https://doi.org/10.1016/s0267-7261(02)00029-5

  8. Trifunac, M. D. / Hao, T. Y. / Todorovska, M. I. (1999): On the reoccurrence of site specific response. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 8 (Dezember 1999).

    https://doi.org/10.1016/s0267-7261(99)00024-x

  9. Todorovska, M. I. / Ivanović, S. S. / Trifunac, M. D. (2001): Wave propagation in a seven-story reinforced concrete building. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 3 (April 2001).

    https://doi.org/10.1016/s0267-7261(01)00004-5

  10. Todorovska, M. I. / Ivanović, S. S. / Trifunac, M. D. (2001): Wave propagation in a seven-story reinforced concrete building. In: Soil Dynamics and Earthquake Engineering, v. 21, n. 3 (April 2001).

    https://doi.org/10.1016/s0267-7261(01)00003-3

  11. Trifunac, M. D. / Ivanović, S. S. / Todorovska, M. I. (2003): Wave propagation in a seven-story reinforced concrete building: III. Damage detection via changes in wavenumbers. In: Soil Dynamics and Earthquake Engineering, v. 23, n. 1 (Januar 2003).

    https://doi.org/10.1016/s0267-7261(02)00093-3

  12. Trifunac, M. D. / Hayir, A. / Todorovska, M. I. (2003): A note on tsunami caused by submarine slides and slumps spreading in one dimension with nonuniform displacement amplitudes. In: Soil Dynamics and Earthquake Engineering, v. 23, n. 3 (April 2003).

    https://doi.org/10.1016/s0267-7261(02)00211-7

  13. Trifunac, M. D. / Todorovska, M. I. / Ivanović, S. S. (1996): Peak velocities and peak surface strains during Northridge, California, earthquake of 17 January 1994. In: Soil Dynamics and Earthquake Engineering, v. 15, n. 5 (Juli 1996).

    https://doi.org/10.1016/0267-7261(96)00004-8

  14. Todorovska, M. I. / Trifunac, M. D. / Lee, V. W. (2007): Shaking hazard compatible methodology for probabilistic assessment of permanent ground displacement across earthquake faults. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 6 (Juni 2007).

    https://doi.org/10.1016/j.soildyn.2006.11.002

  15. Todorovska, M. I. / Trifunac, M. D. (1992): The system damping, the system frequency and the system response peak amplitudes during in-plane building-soil interaction. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 2 (Februar 1992).

    https://doi.org/10.1002/eqe.4290210203

  16. Trifunac, M. D. / Todorovska, M. I. (1999): Reduction of Structural Damage by Nonlinear Soil Response. In: Journal of Structural Engineering (ASCE), v. 125, n. 1 (Januar 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:1(89)

  17. Ebrahimian, M. / Todorovska, M. I. / Falborski, T. (2017): Wave Method for Structural Health Monitoring: Testing Using Full-Scale Shake Table Experiment Data. In: Journal of Structural Engineering (ASCE), v. 143, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001712

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