## Abstract A waveletβbased random vibration theory has been developed for the nonβstationary seismic response of liquid storage tanks including soil interaction. The ground motion process has been characterized via estimates of statistical functionals of wavelet coefficients obtained from a single
Wavelet-based non-stationary seismic rocking response of flexibly supported tanks
β Scribed by Pranesh Chatterjee; Biswajit Basu
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 192 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.340
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π SIMILAR VOLUMES
A wavelet-based formulation has been presented in this paper for the stochastic analysis of a linear multi-degree-of-freedom (MDOF) classically damped system subjected to earthquake ground motion. The ground motion has been modelled as a non-stationary process (both in amplitude and frequency) using
A formulation has been proposed for the transfer function of a secondary system response while the primary system is supported on a compliant soil and the excitation comprises of translational ground motion at its base. For this purpose, the earlier formulation of the authors for the fixed-base case