Application of the empirical mode decomposition-Hilbert spectrum method to identify near-fault ground-motion characteristics and structural responses

Chin Hsiung Loh, Tsu Chiu Wu, Norden E. Huang

Research output: Contribution to journalArticlepeer-review

212 Scopus citations

Abstract

In this article, the empirical mode decomposition method combined with the Hilbert spectrum method (EMD + HHT) is used to analyze the free-field ground motion and to estimate the global structural property of building and bridge structure through the measurement of seismic response data. The EMD + HHT method provides a powerful tool for signal processing to identify nonlinear and nonstationary data. Based on the decomposed ground-motion signal, the absolute input energy of each decomposed wave was studied (the fling step [pulselike wave] can be separated from the recorded near-fault ground motion). Through application of the EMD + HHT method to building and bridge seismic response data, the time-varying system natural frequency and damping ratio can also be estimated. Damage identification from seismic response data of buildings and bridges, particularly from the Chi-Chi earthquake data, is also described.

Original languageEnglish
Pages (from-to)1339-1357
Number of pages19
JournalBulletin of the Seismological Society of America
Volume91
Issue number5
DOIs
StatePublished - Oct 2001

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