State Space System Identification and Impact Aided Damping Ratio Estimation for a Strengthened Stone Masonry Building - Difference between revisions of "Gautam et al 2024a" - Colloquiam

State Space System Identification and Impact Aided Damping Ratio Estimation for a Strengthened Stone Masonry Building

9th European Congress on Computational Methods in Applied Sciences and Engineering

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Latest revision as of 11:39, 29 October 2024

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Published on 29/10/24
Submitted on 29/10/24

Volume Modelling, monitoring and retrofitting strategies of masonry structures in seismic areas, 2024
DOI: 10.23967/eccomas.2024.185
Licence: CC BY-NC-SA license

Keywords

Impulse excitation • Frequency • Free vibration • Damping ratio • Stone masonry • State space identification • Seismic strengthening