- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
1 Online-Ressource.
- Language
-
Englisch
- Bibliographic citation
-
Analytical and experimental shear evaluation of GFRP-reinforced concrete beams ; volume:56 ; number:10 ; day:3 ; month:11 ; year:2023 ; pages:1-21 ; date:12.2023
Materials and structures ; 56, Heft 10 (3.11.2023), 1-21, 12.2023
- Classification
-
Ingenieurwissenschaften und Maschinenbau
- Creator
-
Mistretta, Fausto
Puppio, Mario Lucio
Camata, Guido
Nanni, Antonio
- Contributor
-
SpringerLink (Online service)
- DOI
-
10.1617/s11527-023-02256-z
- URN
-
urn:nbn:de:101:1-2024022214092265417251
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
14.08.2025, 11:00 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Mistretta, Fausto
- Puppio, Mario Lucio
- Camata, Guido
- Nanni, Antonio
- SpringerLink (Online service)
Other Objects (12)
Reinforced concrete beams subjected to reversed cyclic shear
Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall
Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams
Shear capacity analysis of fiber reinforced polymer concrete beams
Shear capacity of reinforced concrete beams with recycled steel fibers
Prediction of residual shear strength of corroded reinforced concrete beams
Joint shear strength of FRP reinforced concrete beam-column joints
Strengthening of reinforced concrete beams in shear using different steel reinforced grout techniques
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Structural reliability of ultra‐high‐performance fiber reinforced concrete beams in shear
The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams
Shear Resistance Prediction of Post-fire Reinforced Concrete Beams Using Artificial Neural Network
Reinforced concrete beams subjected to reversed cyclic shear
Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall
Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams
Shear capacity analysis of fiber reinforced polymer concrete beams
Shear capacity of reinforced concrete beams with recycled steel fibers
Prediction of residual shear strength of corroded reinforced concrete beams
Joint shear strength of FRP reinforced concrete beam-column joints
Strengthening of reinforced concrete beams in shear using different steel reinforced grout techniques
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Structural reliability of ultra‐high‐performance fiber reinforced concrete beams in shear
The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams
Shear Resistance Prediction of Post-fire Reinforced Concrete Beams Using Artificial Neural Network
Reinforced concrete beams subjected to reversed cyclic shear
Hysteretic Behavior of Conventionally Reinforced Concrete Coupling Beams in Reinforced Concrete Coupled Shear Wall
Shear Deformation of Steel Fiber-Reinforced Prestressed Concrete Beams
Shear capacity analysis of fiber reinforced polymer concrete beams
Shear capacity of reinforced concrete beams with recycled steel fibers
Prediction of residual shear strength of corroded reinforced concrete beams
Joint shear strength of FRP reinforced concrete beam-column joints
Strengthening of reinforced concrete beams in shear using different steel reinforced grout techniques
Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement
Structural reliability of ultra‐high‐performance fiber reinforced concrete beams in shear
The nonlinear analysis of reactive powder concrete effectiveness in shear for reinforced concrete deep beams