Instability design analysis in tied-arch bridges
Author:
Affiliation:
1. Department of Civil Engineering, University of Calabria, Rende, Cosenza, Italy
2. Dipartimento lavori pubblici, infrastrutture e mobilità, Regione Calabria, Catanzaro, Italy
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15376494.2017.1410911
Reference28 articles.
1. Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters
2. V. Z. Vlasov, Thin-walled elastic beams, Ann Arbor, Michigan, U.S.A.: Thin-Walled Elastic Beams, National Technical, 1984.
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