Abstract
Spatial diversity is observed for the ground motion non-stationarity of amplitudes as well as frequency contents during the 1999 Chi-Chi earthquake. The non-stationarity of frequency contents must have affected non-linear behavior of structures bearing such large ground motion with their plastic deformations; however, most artificial ground motion for design cannot account for this non-stationarity. In this study, we have adapted the wavelet transform on the records and extracted the non-stationarity in different frequency bands by statistics of the wavelet coefficients. Based on these statistics, we are discussing the artificial ground motion modeling with wavelet coefficients.
| Original language | English |
|---|---|
| Title of host publication | Advances in Earthquake Engineering |
| Editors | C.A. Brebbia, A. Corz |
| Pages | 571-580 |
| Number of pages | 10 |
| Volume | 9 |
| Publication status | Published - 2001 |
| Event | Third International Conference on Earthquake Resistant Engineering Structures, ERES III - Malaga, Spain Duration: 2001 Sep 4 → 2001 Sep 6 |
Other
| Other | Third International Conference on Earthquake Resistant Engineering Structures, ERES III |
|---|---|
| Country | Spain |
| City | Malaga |
| Period | 01/9/4 → 01/9/6 |
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ASJC Scopus subject areas
- Engineering(all)
Cite this
Spatial distribution of the ground motion during the 1999 Chi-Chi earthquake based on the wavelet transform. / Maeda, T.; Sasaki, F.
Advances in Earthquake Engineering. ed. / C.A. Brebbia; A. Corz. Vol. 9 2001. p. 571-580.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Spatial distribution of the ground motion during the 1999 Chi-Chi earthquake based on the wavelet transform
AU - Maeda, T.
AU - Sasaki, F.
PY - 2001
Y1 - 2001
N2 - Spatial diversity is observed for the ground motion non-stationarity of amplitudes as well as frequency contents during the 1999 Chi-Chi earthquake. The non-stationarity of frequency contents must have affected non-linear behavior of structures bearing such large ground motion with their plastic deformations; however, most artificial ground motion for design cannot account for this non-stationarity. In this study, we have adapted the wavelet transform on the records and extracted the non-stationarity in different frequency bands by statistics of the wavelet coefficients. Based on these statistics, we are discussing the artificial ground motion modeling with wavelet coefficients.
AB - Spatial diversity is observed for the ground motion non-stationarity of amplitudes as well as frequency contents during the 1999 Chi-Chi earthquake. The non-stationarity of frequency contents must have affected non-linear behavior of structures bearing such large ground motion with their plastic deformations; however, most artificial ground motion for design cannot account for this non-stationarity. In this study, we have adapted the wavelet transform on the records and extracted the non-stationarity in different frequency bands by statistics of the wavelet coefficients. Based on these statistics, we are discussing the artificial ground motion modeling with wavelet coefficients.
UR - http://www.scopus.com/inward/record.url?scp=2942691700&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=2942691700&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:2942691700
VL - 9
SP - 571
EP - 580
BT - Advances in Earthquake Engineering
A2 - Brebbia, C.A.
A2 - Corz, A.
ER -