Author(s)

Alexandr S. Aleshin

The Schmidt Institute of the Earth of Russian Academy of Science (IPE RAS), Moscow, Russia.

This publication is a revised version of the previous article. Seismic rigidity method despite its widespread use is the object of harsh criticism from scientists who oppose it to the methodology and results of seismological registration of earthquakes and microseisms. The article substantiates the original approach based on the solution of the direct problem of seismic microzonation for the model of real soil thickness. A new formula of the seismic rigidity method is proposed, taking into account the lithological, hydrogeological and spectral features of the soil mass, as well as the position of the new seismic scale of the SSI. The formula was tested on the example of the correct description of the features of macroseismic effects on the territory of Leninakan at the Spitak earthquake in 1988. Linear estimates according to the formula of seismic rigidity in the seismic microzoning area represent changes in seismic intensity in the most contrast way. It is shown that the real estimates of seismic intensity under strong seismic effects (by I > VII degree) will not exceed those given by the formula of the seismic rigidity method.

Seismic Microzonation, Degree of Intensity, Seismic Rigidity Method, Ground Category, Referent Ground, Seismic Impacts, Spectral Characteristics, Dynamics Coefficient, Model, Continuity

Aleshin, A. (2018) The New Formula of Seismic Rigidity Method. Open Journal of Civil Engineering, 8, 326-340. doi: 10.4236/ojce.2018.83025.