Estimating Seismic Energy in Structure with Wavelet Transform

Mei Ling Xiao; Liao Yuan Ye; Yun Fen Li; Yan Li

doi:10.4028/www.scientific.net/AMR.163-167.3958

Paper Titles

Seismic Analysis of Continuous Rigid Frame Bridge with Energy-Based Modal Pushover Method
p.3939

Numerical Simulation of Wind Pressure Distribution on Structure Roofs with Suspension Solar Panels
p.3943

System Identification of High-Rise Building under Unknown Seismic Excitation with Limited Output Measurements
p.3947

Discussion on the Seismic Design Analysis Method of Masonry Building
p.3952

Estimating Seismic Energy in Structure with Wavelet Transform
p.3958

Long-Period Response Spectrum and Earthquake Response Analysis of Super High-Rise Building
p.3964

Seismic Behavior Analysis and Seismic Strengthening of Corner Joints without Seismic Details
p.3972

3D Temporal Characteristics of Scale Model Responses in Shaking Table Test
p.3977

Modeling of Hysteretic Damper in Three-Story Steel Frame Subjected to Earthquake Load
p.3981

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Estimating Seismic Energy in Structure with...

Estimating Seismic Energy in Structure with Wavelet Transform

Abstract:

This study proposed a wavelet method for estimating seismic energy in single-degree-of-freedom (SDOF) structure. With the recent development of wavelet-based procedures for structure seismic response, which the displacement and velocity of linear SDOF structure can be expressed with wavelet transform of acceleration process, it is easy to estimate seismic energy in SDOF linear structure, and strain, kinetic, damping energy and energy input based on wavelets introduced in a range of time and frequency assigned to the wavelet coefficient, Expressions have been derived for (i) the equation of motion. (ii)the wavelet coefficients of the response processes. By using these principles, a linear SDOF structure which subjected to 1988 LanCang-GenMa earthquake ground motions is analyzed, time-histories of strain, kinetic, damping energy and energy input for various ranges of frequencies are identified.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3958-3963

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3958

Citation:

Cite this paper

Online since:

December 2010

Authors:

Mei Ling Xiao, Liao Yuan Ye, Yun Fen Li, Yan Li

Keywords:

Energy Input, Odd Exponent Wavelet, Scale Factor, Structural Response

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Design code for antiseismic of structure. P. R. China National Standard, 2005: 28-30. In Chinese.

Google Scholar

[2] Honsner GW. Limit design of structures to resist earthquake. Proc. 1st word conf. Earthquake Eng. Berkeley, California, 1965; 5: 1-13.

Google Scholar

[3] Tembulkar J. M. and Nau J. M. Inelastic modeling and seismic energy dissipation. J. Struct. Div. ASCE, 113, 1987: 1373-1377.

DOI: 10.1061/(asce)0733-9445(1987)113:6(1373)

Google Scholar

[4] meiling Xiao, liaoyuan Ye, hongtie Zhao: Seismic response of MDOF systems by wavelet transform. Proceedings of the eighth international symposium on structural engineering for young experts. 2004: 579-588.

Google Scholar

[5] meiling Xiao, liaoyuan Ye：SDOF systems seismic dynamic reliability analysis based on odd exponent wavelet, The third international conference on earthquake engineering: New Frontier and research transformation. 2004: 370-374.

Google Scholar

[6] meiling Xiao, liaoyuan Ye：Seismic response of SDOF systems using odd exponent wavelet, Proceedings of the 18th Australasian conference on the mechanics of structures and materials (ACMSM18), Perth, Australia. 2004：533-538.

Google Scholar