Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway
Author:
Affiliation:
1. Conzett Bronzini Partner AG, Bahnhofstrasse 3, 7000 Chur, Switzerland; ETH Zurich, HIT H32.2, Wolfgang-Pauli-Strasse 27, 8093 Zurich, Switzerland. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001910
Reference22 articles.
1. Fatigue Performance of Stringer-to-Floor-Beam Connections in Riveted Railway Bridges
2. Overlooked Secondary Effects in Open-Deck Truss Bridges
3. FE analysis of stringer-to-floor–beam connections in riveted railway bridges;Al-Emrani M.;J. Constr. Steel Res.,2003
4. Fatigue and Fracture of Riveted Bridge Members
5. Discussion of “Fatigue Performance of Stringer-to-Floor-Beam Connections in Riveted Railway Bridges” by Mohammad Al-Emrani
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