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E. I. Novikova

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. 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. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 3 (April 1999).

    https://doi.org/10.1016/s0267-7261(98)00046-3

  2. Novikova, E. I. / Trifunac, M. D. (1993): Modified Mercalli intensity scaling of the frequency dependent duration of strong ground motion. In: Soil Dynamics and Earthquake Engineering, v. 12, n. 5 (January 1993).

    https://doi.org/10.1016/0267-7261(93)90016-k

  3. 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. In: Soil Dynamics and Earthquake Engineering, v. 12, n. 4 (January 1993).

    https://doi.org/10.1016/0267-7261(93)90059-z

  4. Ivanović, S. S. / Trifunac, M. D. / Novikova, E. I. / Gladkov, A. A. / Todorovska, M. I. (2000): Ambient vibration tests of a seven-story reinforced concrete building in Van Nuys, California, damaged by the 1994 Northridge earthquake. In: Soil Dynamics and Earthquake Engineering, v. 19, n. 6 (August 2000).

    https://doi.org/10.1016/s0267-7261(00)00025-7

  5. Novikova, E. I. / Trifunac, M. D. (1994): Duration of strong ground motion in terms of earthquake magnitude, epicentral distance, site conditions and site geometry. In: Earthquake Engineering and Structural Dynamics, v. 23, n. 9 (September 1994).

    https://doi.org/10.1002/eqe.4290230907

  6. Trifunac, M. D. / Novikova, E. I. (1995): Duration of earthquake fault motion in California. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 6 (June 1995).

    https://doi.org/10.1002/eqe.4290240602

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