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http://www.scirp.org/journal/PaperInformation.aspx?PaperID=45296#.VL33mSzQrzE
http://www.scirp.org/journal/PaperInformation.aspx?PaperID=45296#.VL33mSzQrzE
Affiliation(s)
1Department of Bridge Engineering, Tongji University, Shanghai, China.
2State Key Laboratory for Disaster Reduction in Civil Engineering, Shanghai, China.
2State Key Laboratory for Disaster Reduction in Civil Engineering, Shanghai, China.
ABSTRACT
This
paper presents a wavelet-based approach for estimating the response of
the base-isolated structure under seismic ground motions. The seismic
ground motion record is expressed as the multi-scale wavelet
coefficients which presents the time frequency characteristics of the
seismic excitation. The wavelet domain governing differential equation
between the wavelet coefficients of the excitation and response is
derived. Numerical study on a one-storey base isolated structure is
performed. The result shows that the wavelet based response computation
method is of high precision.
KEYWORDS
Wavelet Transform, Seismic Excitation, Time-Frequency Characteristic, Input-Response Relationship, Wavelet Basis
Cite this paper
References
Ding, W. and Sun, Z. (2014) Wavelet-Based Response Computation for Base-Isolated Structure under Seismic Excitation. Journal of Applied Mathematics and Physics, 2, 163-169. doi: 10.4236/jamp.2014.25020.
[1] | Takeda, J. (1997) Building Isolation and Vibration Control. China Architecture & Building Press, Beijing. |
[2] | Caughey, T.K. and Stumpf, H.J. (1961) Transient Response of a Dynamic System under Random Excitation. Journal of Applied Mechanics, 28, 563-566. http://dx.doi.org/10.1115/1.3641783 |
[3] | Basu, B. and Gupta, V.K. (1998) Seismic Response of SDOF System by Wavelet Modeling of Non-Stationary Process. Journal of Engineering Mechanics, 1142-1150. http://dx.doi.org/10.1061/(ASCE)0733-9399(1998)124:10(1142) |
[4] | Newland, D.E. (1994) Wavelet Analysis of Vibration, Part 1: Theory. Journal of Vibration and Acoustics, ASME, 116, 409-416. http://dx.doi.org/10.1115/1.2930443 |
[5] | Daubechies, I. (1992) Ten Lectures on Wavelets. Society for Industrial & Applied Mathematics. Philadelphia, Pennsylvania. |
[6] | Newland, D.E. (1994) Wavelet Analysis of Vibration, Part 2: Wavelet Maps. Journal of Vibration and Acoustics, ASME, 116. |
[7] | Chopra, A.K. (2007) Dynamics of Structures, Theory and Applications to Earthquake Engineering. Higher Education Press, Beijing. |
[8] | Basu, B. and Gupta, V.K. (1997) Seismic Response of MDOF System by Wavelet Transform. Earthquake Engineering and Structures Dynamics, 26, 1243-1258. http://dx.doi.org/10.1002/(sici)1096-9845(199712)26:12<1243::aid-eqe708>3.0.co;2-p |
[9] | Du, P. and Sun, Z. (2010) Wavelet-Based Instantaneous Root-Mean-Square Response Estimation for sdof Systems under Seismic Excitation. Academic Engineering Mechanics, 27, 122-126. |
[10] | (1991) Guide Specifications for Seismic Isolation Design, American Association of State Highway and Transportation Officials, Washington D.C. eww150120lx |
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