WAVELET-BASED ANALYSIS OF THE NON-STATIONARY RESPONSE OF A SLIPPING FOUNDATION
β Scribed by B. Basu; V.K. Gupta
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 297 KB
- Volume
- 222
- Category
- Article
- ISSN
- 0022-460X
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π SIMILAR VOLUMES
A methodology of bounds analysis based on the convex set of uncertainty is presented. An infinitely long beam on an uncertain foundation is subjected to a moving force with constant speed. The steady state vibration is analysed in the context of the finite element method. Uncertainty variables repre
## Abstract Rainfallβrunoff processes appear to be highly nonlinear in Bayinbluk watersheds of the northwestern China. In this study, the timeβscale wavelet transform has been used for the analysis of this nonstationary system. The Haar and Morlet wavelet transform were used to analyse the rainfall