Ertüchtigung seismisch beschädigter Rahmenknoten aus Stahlbeton mittels FRP‐Filamentbündelverbindungen
Author:
Affiliation:
1. Fakultät für BauingenieurwesenTechnische UniversitätDemocritus Universität Thrace Xanthi 67100 Griechenland
2. SMP Ingenieure im Bauwesen GmbH Stephanienstr. 102 76133 Karlsruhe
Publisher
Wiley
Subject
Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/bate.201900085
Reference17 articles.
1. Cyclic load behaviour of reinforced concrete beam‐column sub assemblages of modern structures;Tsonos A. G.;ACI Structural Journal,2007
2. Effectiveness of CFRP-jackets and RC-jackets in post-earthquake and pre-earthquake retrofitting of beam–column subassemblages
3. Performance enhancement of R/C building columns and beam–column joints through shotcrete jacketing
4. Lateral load response of strengthened reinforced concrete beam‐to‐column joints;Tsonos A. G.;ACI Structural Journal,1999
5. Shear Strengthening of RCT-Joints Using CFRP Composites
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