E. I. Novikova
- 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). (1999):
- Modified Mercalli intensity scaling of the frequency dependent duration of strong ground motion. In: Soil Dynamics and Earthquake Engineering, v. 12, n. 5 (Januar 1993). (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 (Januar 1993). (1993):
- 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). (2000):
- 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). (1994):
- Duration of earthquake fault motion in California. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 6 (Juni 1995). (1995):