Influence of axial tension on the structural response of reinforced concrete slab strips
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- Type
- dissertation
- Published
- 2014-10-01
- Cited by
- 3
- References
- 73
- Access
- Open access
- OpenAlex
- https://openalex.org/W1781698432
- Semantic Scholar
- https://api.semanticscholar.org/CorpusID:137377263
Keywords
Slab, Tension (geology), STRIPS, Structural engineering, Reinforced concrete
References
- Finite Element Modeling of Reinforced Concrete Beam-Column Bridge Connections
- Mechanics of Bond and Slip of Deformed Bars in Concrete
- Prestressed concrete structures
- Versuche zum Durchstanzverhalten von Stahlbetonplatten
- Stress-strain relationships for concrete and the analysis of structural concrete sections
- Behavior of Concrete Under Triaxial Compressive-Compressive-Tensile Stresses
- Versuche an stahlfaserverstärkten Stahlbetonelementen
- Versuche an Stahlbetonträgern unter Normal- und Querkraft
- Versuche zum Querkraftwiderstand und zum Verformungsvermögen von Stahlbetonplatten
- Faseroptische Dehnungsmessungen an einbetonierten Bewehrungsstäben
- Mechanism of Shear resistance of Concrete Beams
- SEISMIC DESIGN OF BRIDGE PIERS
- The influence of the strain rate on the strength of concrete taking into account the experimental techniques
- Querkrafttragfähigkeit zugbeanspruchter Stahlbetonplatten in Verbundbrücken
- FACTORS AFFECTING THE ELASTIC DEFORMATIONS OF CONCRETE
- Versuche zum Ermüdungsverhalten von Stahlbetonbrücken
- Versuche an Plattenstreifen aus Stahlbeton unter Längszug und Querbelastung
- Serviceability analysis of reinforced concrete based in the tension chord model
- Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton
- Local bond stress-slip relationships of deformed bars under generalized excitations
Cited by
- Predicting the responses of reinforced concrete slab strips subjected to axial tension and transverse load – a competition
- Catenary action effects on the structural robustness assessment of RC slab strips subjected to shear and tensile forces
- Robustness of flat slab structures subjected to a sudden column failure scenario
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