FIELD: structural seismology, evaluation of intensity of vibrations with due account of properties of soils making up construction site. SUBSTANCE: seismic vibrations are excited in soil by vibration source, are registered by geophones located on sections with different engineering-geological conditions and vibration spectra are plotted. Maximum amplitudes of spectra and weighted mean frequencies of tested and standard soils are measures, nonlinear-elastic increments of vibration force are found from relation ΔI = 3lgAi• fwi / Ao• fwo,, where Ai is maximum amplitude of spectrum of vibrations of tested soil; Ao is maximum amplitude of spectrum of vibrations of standard soil; fwi is weighted mean frequency of vibrations of tested soil; fwo is weighted mean frequency of vibrations of standard soil. Degree of seismic effect is evaluated by values of nonlinear elastic increments of vibration force. EFFECT: improved authenticity of process. 2 tbl
Title | Year | Author | Number |
---|---|---|---|
METHOD OF SEISMIC MICROZONING | 1996 |
|
RU2105996C1 |
PROCESS OF SEISMIC MICROZONING | 1996 |
|
RU2105998C1 |
PROCESS OF SEISMIC MICROZONING | 1996 |
|
RU2105995C1 |
PROCESS OF SEISMIC MICROZONING | 1996 |
|
RU2099751C1 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162608C2 |
PROCEDURE OF SEISMIC MICROZONING | 1999 |
|
RU2162606C2 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162613C2 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162614C2 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162610C2 |
METHOD OF SEISMIC MICROZONING | 1999 |
|
RU2162611C2 |
Authors
Dates
1998-02-27—Published
1996-07-25—Filed