A Methodology for Extracting the Physical Parameters of Soil-Foundation-Pier Systems from Dynamic Tests
Author:
Publisher
Elsevier BV
Subject
General Engineering,Energy Engineering and Power Technology
Reference30 articles.
1. Second order structural identification procedure via state-space based system identification;Alvin;AIAA Journal,1994
2. Implications of non-synchronous excitation induced by nonlinear site amplification and soil-structure interaction on the seismic response of multi-span bridges founded on piles;Capatti;Bull. Earthq. Eng.,2017
3. A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models;Carbonari;Eng. Struct.,2022
4. The role of soil-structure interaction in the interpretation of dynamic tests on the “Chiaravalle viaduct;Carbonari,2019
5. Soil-structure interaction effects in single bridge piers founded on inclined pile groups;Carbonari;Soil Dyn. Earthq. Eng.,2017
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