A methodology for estimation of site-specific nonlinear dynamic soil behaviour using vertical downhole arrays
Author:
Affiliation:
1. Faculty of Civil Engineering, Istanbul Technical University, Istanbul, Turkey
2. Yıldız Technical University, Istanbul, Turkey
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1603122
Reference57 articles.
1. Shear Moduli and Damping Factors of Earth Dam
2. Ada, M. (2013). Estimation of dynamic soil properties using system identification techniques (MSc. thesis). Istanbul Technical University, Istanbul, Turkey.
3. Site- and ground motion-dependent nonlinear effects in seismological model predictions
4. Baise, L. G. (2000). Investigations in site response from ground motions observations in vertical arrays (PhD thesis). Engineering-Civil and Environmental Engineering Department, University of California, Berkeley, CA.
5. Consistency of dynamic site response at Port Island
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1. A New Frequency Domain Framework of Inverse Ground Response Analysis for the Determination of Dynamic Soil Properties in a Two-Layered System;International Journal of Geomechanics;2023-11
2. A Systematic Review on Inverse GRA Methodologies Developed for the Determination of Dynamic Soil Properties Using Downhole Seismic Array Records;Indian Geotechnical Journal;2021-09-18
3. New Frequency Domain–Based Inverse Ground Response Analysis Framework for the Determination of Dynamic Soil Properties;International Journal of Geomechanics;2021-05
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