Monitoring the structural dynamic response of a masonry tower: comparing classical and time-frequency analyses
- 25 March 2012
- journal article
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 10 (4) , 1221-1235
Abstract
No abstract availableKeywords
This publication has 26 references indexed in Scilit:
- Analysis of non-stationary structural systems by using a band-variable filterBulletin of Earthquake Engineering, 2012
- Monitoring the response and the back-radiated energy of a building subjected to ambient vibration and impulsive action: the Falkenhof Tower (Potsdam, Germany)Bulletin of Earthquake Engineering, 2009
- Site Amplifications Observed in the Gubbio Basin, Central Italy: Hints for Lateral Propagation EffectsBulletin of the Seismological Society of America, 2009
- Application of the empirical mode decomposition and Hilbert-Huang transform to seismic reflection dataGeophysics, 2007
- EMD EQUIVALENT FILTER BANKS, FROM INTERPRETATION TO APPLICATIONS2005
- Physiological effects of indomethacin and celecobix: anS-transform laser Doppler flowmetry signal analysisPhysics in Medicine & Biology, 2005
- The Illustrated Wavelet Transform Handbook2002
- The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysisProceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 1998
- Time-frequency distributions-a reviewProceedings of the IEEE, 1989
- Theory of communicationJournal of the Institution of Electrical Engineers - Part I: General, 1947