Quantitative Identification of Near-Fault Ground Motions Based on Ensemble Empirical Mode Decomposition-Reference-Cited by-同舟云学术

Quantitative Identification of Near-Fault Ground Motions Based on Ensemble Empirical Mode Decomposition

Published:2020-01-31 Issue:3 Volume:24 Page:922-930
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Liu Zhen,Li Xiaolong,Zhang Zhe

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s12205-020-1491-2.pdf

Reference22 articles.

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2. Amiri GG, Rad AA, Hazaveh NK (2014) Wavelet-based method for generating nonstationary artificial pulse-like near-fault ground motions. Computer-Aided Civil and Infrastructure Engineering 29(10):758–770, DOI: https://doi.org/10.1111/mice.12110

3. Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America 97(5):1486–1501, DOI: https://doi.org/10.1785/0120060255

4. Bray JD, Rodriguez-Marek A (2004) Characterization of forward-directivity ground motions in the near-fault region. Soil Dynamics & Earthquake Engineering 24(11):815–828, DOI: https://doi.org/10.1016/j.soildyn.2004.05.001

5. Burks LS, Baker JW (2016) A predictive model for fling-step in near-fault ground motions based on recordings and simulations. Soil Dynamics and Earthquake Engineering 80:119–126, DOI: https://doi.org/10.1016/j.soildyn.2015.10.010

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