𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Wavelet entropy and the multi-peaked structure of solar cycle maximum

✍ Scribed by S Sello


Publisher
Elsevier Science
Year
2003
Tongue
English
Weight
1022 KB
Volume
8
Category
Article
ISSN
1384-1076

No coin nor oath required. For personal study only.

✦ Synopsis


Wavelet analysis of different solar activity indices-sunspot numbers, sunspot areas and flare index-allows us to investigate the time evolution of some frequency dependent functionals, like wavelet entropy, which gives useful information about the complexity level of the related signals. The main aim of this work is the analysis of the time behavior of wavelet entropy near the maximum phases of solar cycles 21-22-23 in order to further contribute to the characterization of the multi-peaked structure of solar cycle maxima and to support the current interpretation of the so-called Gnevyshev gap.


πŸ“œ SIMILAR VOLUMES


The [extended] Maximum Entropy Formalism
✍ Jorge Wagensberg; Joaquim Valls πŸ“‚ Article πŸ“… 1987 πŸ› Springer 🌐 English βš– 453 KB

## Biological adaptability has been proved to be analysable by means of the Maximum Entropy Formalism (MAXENT) in some cases of non-interacting systems. This formalism is extended to the biomass statistical structures of populations exhibiting internal interactions (i.e. predatorprey effects).

Time evolution of cosmic-ray intensity a
✍ H. Mavromichalaki; P. Preka-Papadema; B. Petropoulos; A. Vassilaki; I. Tsagouri πŸ“‚ Article πŸ“… 2003 πŸ› Elsevier Science 🌐 English βš– 404 KB

Analysis of the time series into trigonometric series allows the investigation of cosmic-ray (CR) intensity variations in a range of periodicities from a few days to 1 year. By this technique the amplitude and the phase of all observed uctuations can be given. For this purpose, daily CR intensity va

Multi-cracks detection of a beam-like st
✍ Khoa Viet Nguyen; Hai Thanh Tran πŸ“‚ Article πŸ“… 2010 πŸ› Elsevier Science 🌐 English βš– 361 KB

In this paper, a new method for detecting a multi-cracked beam-like structure subjected to a moving vehicle is presented. The crack model is adopted from fracture mechanics. The dynamic response of the bridge–vehicle system is measured directly from the moving vehicle. When moving along the structur