A platform for research: civil engineering, architecture and urbanism
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics
Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction.
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics
Abstract The problem of determination of parameters for linear “foundation-soil” systems from amplitude measurements of forced harmonic vibrations, which contain a random error, is stated and solved. A model of a system with one degree of freedom is used for viscous or frequency-independent friction.
Method for determination of dynamic parameters of the “foundation-soil” system from amplitude-frequency characteristics
Kholmyanskii, M. L. (author)
2006
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
British Library Online Contents | 2006
|System and method for testing dynamic characteristics of foundation soil
European Patent Office | 2023
|Dynamic Characteristics of Soil-Pile Foundation System in Non-Linear Soil Medium
British Library Conference Proceedings | 1994
|Determination of system parameters from experimental frequency characteristics
Engineering Index Backfile | 1958
|Foundation soil characteristics and machinery foundation
Engineering Index Backfile | 1963
|