|

|
IJE TRANSACTIONS A: Basics Vol. 26, No. 10 (October 2013) 1135-1144
|
Downloaded:
265 |
|
Viewed:
2551 |
|
|
WAVELET-BASED ANALYSIS FOR PULSE PERIOD OF EARTHQUAKE GROUND-MOTIONS
|
|
|
S. Yaghmaei-Sabegh
|
|
|
( Received:
January 17, 2013
– Accepted: May 16, 2013 )
|
|
|
Abstract
Pulse period of earthquake records has been known as a key parameter in seismology and earthquake engineering. This
paper presents a detailed characterization of this parameter for a special class of earthquake records called pulse-like
ground motions. This type of motions often resulting from directivity effects is characterized by a strong pulse in the
velocity time history of motion, in normal-fault component. Wavelet analysis was used as a powerful and useful technique
in the analysis of non-stationary signals in this study. The period of velocity pulses is basically determined by using
the pseudo-period of the mother wavelets. The effects of three different mother wavelets on results were investigated
and new empirical predictive equations for pulse period have been derived.
|
|
|
Keywords
Pulse-like ground motions; pulse period; wavelet analysis; directivity effect; magnitude scaling; mother wavelet
|
|
|
چکیده
پریود پالس به عنوان پارامتری مهم در
زلزله شناسی و مهندسی زلزله به شمار می رود. این مقاله به بررسی مشحصه های کامل
این پارامتر درگروه خاصی از زلزله ها بنام
حرکت های پالس-گونه می پردازد. این حرکت ها معمولا به دلیل اثرات جهت داری در حوزه نزدیک گسل و در
راستای عمود بر گسل بوجود می آید. در این مطالعه تحلیل موجک ها به عنوان ابزاری قوی در تحلیل سیگنالهای نامانا مورد
استفاده قرار می گیرد. پریود پالس با استفاده از مفهوم شبه پریود متناظر با موجک
مادر محاسبه می شود. اثرات سه موجک مادر مختلف در تخمین پریود پالس بررسی و در
انتها رابطه تجربی جدیدی ارائه خواهد شد.
|
|
References
1. Mena, B. and Mai, P. M., "Selection
and quantification of near-fault velocity pulses owing to source
directivity", Georisk, Vol. 5, No. 1,
(2011), 25-43.
2. Alavi, B. and Krawinkler, H., "Design considerations for
near-fault ground motions", in Proceedings of the US–Japan Workshop on the
Effects of Near-Fault Earthquake Shaking., (2000), 20-21.
3. Krawinkler, H. and Alavi, B., "Development of improved
design procedures for near-fault ground motions", in SMIP98, seminar on
utilization of strong motion data, Oakland, CA., (1998).
4. Somerville, P. G., "Magnitude scaling of the near fault
rupture directivity pulse", Physics of the Earth and Planetary Interiors, Vol. 137, No. 1, (2003), 201-212.
5. Somerville, P., "Development of an improved representation
of near fault ground motions", in SMIP98 Seminar on Utilization of
Strong-Motion Data. Vol. 15, (1998).
6. Rodriguez-Marek, A., "Near-fault
seismic site response"., University of California. (2000)
7. Bray, J. D. and Rodriguez-Marek, A., "Characterization of
forward-directivity ground motions in the near-fault region", Soil
Dynamics and Earthquake Engineering,
Vol. 24, No. 11, (2004), 815-828.
8. Mavroeidis, G. P. and Papageorgiou, A. S., "A mathematical
representation of near-fault ground motions", Bulletin of the Seismological
Society of America, Vol. 93, No.
3, (2003), 1099-1131.
9. Chanerley, A. and Alexander, N., "Obtaining estimates of
the low-frequency ‘fling’, instrument tilts and displacement timeseries using
wavelet decomposition", Bulletin of Earthquake Engineering, Vol. 8, No. 2, (2010), 231-255.
10. Yaghmaei-Sabegh, S., "Detection of pulse-like ground motions
based on continues wavelet transform", Journal of seismology, Vol. 14, No. 4, (2010), 715-726.
11. Duan, Z., Ou, J. and Yan, G., "Structural damage detection in
ambient vibration using wavelet packet transform and probabilistic neural
networks", in Proceedings of the 2nd International Workshop on Structural
Health Monitoring of Innovative Civil Structures, Winnipeg, Canada. (2004),
477-488.
12. Mollaioli, F. and Bosi, A., "Wavelet analysis for the
characterization of forward-directivity pulse-like ground motions on energy
basis", Meccanica, Vol. 47, No.
1, (2012), 203-219.
13. Gholizadeh, S. and Samavati, O., "Structural optimization by
wavelet transforms and neural networks", Applied Mathematical Modelling, Vol. 35, No. 2, (2011), 915-929.
14. Amiri, G. G. and Asadi, A., "Comparison of different methods
of wavelet and wavelet packet transform in processing ground motion
records", International Journal of Civil Engineering, Vol. 7, No. 4,
(2009), 248-257.
15. Lockwood, O. G. and Kanamori, H., "Wavelet analysis of the
seismograms of the 2004 sumatra‐andaman
earthquake and its application to tsunami early warning", Geochemistry,
Geophysics, Geosystems, Vol. 7,
No. 9, (2006).
16. Pan, T. C. and Lee, C. L., "Application of wavelet theory to
identify yielding in seismic response of bi‐linear
structures", Earthquake Engineering & Structural Dynamics, Vol. 31, No. 2, (2002), 379-398.
17. Haigh, S., Teymur, B., Madabhushi, S. and Newland, D.,
"Applications of wavelet analysis to the investigation of the dynamic
behaviour of geotechnical structures", Soil Dynamics and Earthquake
Engineering, Vol. 22, No. 9,
(2002), 995-1005.
18. Vassiliou, M. F. and Makris, N., "Estimating time scales and
length scales in pulselike earthquake acceleration records with wavelet
analysis", Bulletin of the Seismological Society of America, Vol. 101, No. 2, (2011), 596-618.
19. Quek, S.-T., Wang, Q., Zhang, L. and Ang, K.-K., "Sensitivity
analysis of crack detection in beams by wavelet technique", International
journal of mechanical sciences,
Vol. 43, No. 12, (2001), 2899-2910.
20. Maheswaran, R. and Khosa, R., "Comparative study of different
wavelets for hydrologic forecasting", Computers & Geosciences, Vol. 46, No., (2012), 284-295.
21. Newland, D. E., "An introduction to random vibrations,
spectral and wavelet analysis", DoverPublications. com, (2012).
22. Baker, J. W., "Quantitative classification of near-fault
ground motions using wavelet analysis", Bulletin of the Seismological
Society of America, Vol. 97, No.
5, (2007), 1486-1501.
23. Champion, C. and Liel, A., "The effect of near‐fault
directivity on building seismic collapse risk", Earthquake Engineering &
Structural Dynamics, Vol. 41,
No. 10, (2012), 1391-1409.
24. Yaghmaei-Sabegh, S., "Inelastic time history analysis of
steel moment frames subjected to pulse-like ground motions", in Tenth
International Conference on Computational Structures Technology. Vol., No.,
(2010).
25. Tothong, P. and Cornell, C. A., "Structural performance
assessment under near‐source pulse‐like
ground motions using advanced ground motion intensity measures", Earthquake
Engineering & Structural Dynamics,
Vol. 37, No. 7, (2008), 1013-1037.
26. Kalkan, E. and Kunnath, S. K., "Effects of fling step and
forward directivity on seismic response of buildings", Earthquake
Spectra, Vol. 22, No. 2, (2006),
367-390.
27. Krawinkler, H., Medina, R. and Alavi, B., "Seismic drift and
ductility demands and their dependence on ground motions", Engineering
Structures, Vol. 25, No. 5,
(2003), 637-653.
28. MacRae, G. A., Morrow, D. V. and Roeder, C. W., "Near-fault
ground motion effects on simple structures", Journal of Structural Engineering, Vol. 127, No. 9, (2001), 996-1004.
29. Hall, J. F., Heaton, T. H., Halling, M. W. and Wald, D. J.,
"Near-source ground motion and its effects on flexible buildings", Earthquake
Spectra, Vol. 11, No. 4, (1995),
569-605.
30. Yaghmaei-Sabegh, S. and Tsang, H., "An updated study on
near-fault ground motions of the 1978 tabas, iran, earthquake (mw= 7.4)", Scientia
Iranica, Vol. 18, No. 4, (2011),
895-905.
31. Chioccarelli, E. and Iervolino, I., "Near-source seismic
demand and pulse-like records: A discussion for l’aquila earthquake", Earthquake
Engng Struct. Dyn, Vol. 39, No.,
(2010), 1039-1062.
32. Hwang, R.-D., Yu, G.-K. and Wang, J.-H., "Rupture directivity
and source-process time of the september 20, 1999 chi-chi, taiwan, earthquake
estimated from rayleigh-wave phase velocity", Earth Planets and Space, Vol. 53, No. 12, (2001), 1171-1176.
33. Ejiri, J., Goto, Y. and Toki, K., "Peak ground motion
characteristics of kobe earthquake and extracted simple evaluation
method", in 12th World Conference on Earthquake Engineering (12WCEE), New
Zealand, (2000).
|
|
|
|
|