The antiresonance phenomena in seismic microzonation
The antiresonance phenomena in seismic microzonation

The antiresonance phenomena in seismic microzonation

DOI: 10.37153/2618-9283-2021-3-8-18

Authors:  

Алешин Александр Степанович Aleshin A.S.
д-р физ.-мат. наук, зав. лаб. ИФЗ РАН


Rubric:     Seismic zoning   
Key words: antiresonance effect, inverse layer, technogenic and natural changes in the properties of the soil mass
Annotation:
The
interference of incident and reflected seismic waves in the ground massif near
the day surface is the cause of resonant effects. In the practice of seismic
microzonation (SMZ), a resonant increase in the total seismic intensity is of
particular importance. At the same time, the presence of inverse layers in the
ground layers interference leads to a decrease in the intensity of the total
seismic impact, what is naturally named antiresonance. The article considers
the conditions for the occurrence of antiresonance and evaluates the limits of
its effectiveness. The natural and man-made causes of antiresonance and the
possibility of using it to reduce the intensity of seismic impacts are
particularly noted.
Used Books:

1. Aleshin A.S. About Dynamic range of SMZ. Earthquake engineering. Constructions safety. 2019, no.3, pp.16-22. (In Russian).

2. Aleshin А.S. On the spectral characteristics of the soil massif. Earthquake engineering. Constructions safety. 2018, no.5, pp.16-22. (In Russian).

3. The vibration in technic. Handbook.V.1, Mashinostroenie publishing house, 1978, 352 p. (In Russian).

4. Olson H. Dynamic analogies. Publishing house of foreign literature. 1947, 224 p. (In Russian).

5. Savinov O.A. Seismic isolation of structures (concept, principles of device, calculation features). Dynamic problems of construction techniques. SPb. 1993, pp.155-176. (In Russian).

6. Eisenberg J.M. Structures with switching-off connections for seismic areas. M.: Stroiizdat, 1976. (In Russian).

7. Aleshin A.S. About the advantages and disadvantages of NEHRP soil classification// Earthquake engineering. Constructions safety. 2021, no.1, pp. 49-66. (In Russian).

8. Bardet J.P. and Tobita T. NERA. A Computer Program for Nonlinear Earthquake Site Response Analyses of Layered Soil Deposits. University of Southern California. Department of Civil Engineering, April, 2001, p. 44.

9. Republican building codes. RSN-66-87. M.: Stroiizdat, 1987. (In Russian).

10. Republican building codes. RSN-65-87. M.: Stroiizdat, 1987. (In Russian).

11. Tsarev A. M., Sadurtdinov M.R., Skvortsov A. G. at al. The use of wave geophysical methods for studying geocryological conditions at the Marre-Sale stationary station. Tenth Polar Conference "Modern trends of natural processes in the Polar Regions of the Earth and Prospects for Russian Polar Research", 6-8 october 2014, Sochi, Russia, pp.94-95. (In Russian).

12. Osipov V.I., Filimonov S.D. Compaction and reinforcement of weak soils by the "Geocomposite" method. Bases, foundations and soil mechanics. 2002, no.5, pp. 15-21. (In Russian).

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