Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique
Author:
Funder
University of Rome La Sapienza
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference39 articles.
1. The dynamical identification of the tensile force in ancient tie-rods;Lagomarsino;Eng Struct,2005
2. Field testing of low-rise base isolated building;Braga;Eng Struct,2004
3. Experimental modal analysis of the garigliano cable-stayed bridge;Clemente;Soil Dyn Earthq Eng,1998
4. Estimation of the bridge damping decrement for in-situ recorded signal with unusual features;Tomaszkiewicz,2022
5. A wavelet-based approach to identifying structural modal parameters from seismic response and free vibration data;Huang;Comput-Aided Civ Infrastruct Eng,2005
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