Vibration control of a slender footbridge using passive and semiactive tuned mass dampers
Author:
Affiliation:
1. CONSTRUCT, Faculty of Engineering; University of Porto; R. Dr. Roberto Frias 4200-465 Porto Portugal
2. SYSTEC, Faculty of Engineering; University of Porto; R. Dr. Roberto Frias 4200-465 Porto Portugal
Funder
Fundação para a Ciência e a Tecnologia
Federación Española de Enfermedades Raras
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/stc.2208/fullpdf
Reference17 articles.
1. Seismic response controlled structure with active mass driver system. Part 1: design & part 2: verification;Kobori;Earthq. Eng. Struct. Dyn,1991
2. Real-time controlled tuned mass dampers for Wolgograd Bridge;Weber;Beton- und Stahlbetonbau,2013
3. Vibration Control of Active Structures
4. Technology of Semiactive Devices and Applications in Vibration Mitigation
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