๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

WAVELET-BASED STOCHASTIC SEISMIC RESPONSE OF A DUFFING OSCILLATOR

โœ Scribed by B. BASU; V.K. GUPTA


Publisher
Elsevier Science
Year
2001
Tongue
English
Weight
273 KB
Volume
245
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

โœฆ Synopsis


This paper presents formulation for the non-stationary response of a Du$ng oscillator under a seismic excitation process. The excitation process is assumed to be characterized through wavelet coe$cients and the non-linear system is replaced by a stochastic equivalent linear system with time-varying parameters. An example ground motion process has been used to show that the proposed approach gives accurate response estimates in case of mildly non-linear systems.


๐Ÿ“œ SIMILAR VOLUMES


STOCHASTIC RESPONSE OF BASE-EXCITED COUL
โœ G.-K. ER; V.P. IU ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 155 KB

The probabilistic solution to the stochastic responses of a rigid structure connected to a foundation with Coulomb friction-type base isolation subjected to stationary Gaussian white-noise-type ground excitations is investigated. The base isolation system which can be described with a base-excited C

RESPONSE OF A DUFFING OSCILLATOR TO COMB
โœ R. HAIWU; X. WEI; M. GUANG; F. TONG ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 230 KB

The response of Du$ng oscillator to combined deterministic harmonic and random excitation is investigated. The method of harmonic balance and the method of stochastic averaging are used to determine the response of the system. Theoretical analyses and numerical simulations show that when the intensi

Stochastic seismic response of multiply-
โœ Dey, Aparna; Gupta, Vinay K. ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 209 KB ๐Ÿ‘ 2 views

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