Keywords: پرتوهای عمیق; Deep beams; Shear; Ultra-high performance fiber reinforced concrete (UHPFRC); Web reinforcement; Shear span-to-depth ratio; Codes; Finite element model;
مقالات ISI پرتوهای عمیق (ترجمه نشده)
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Keywords: پرتوهای عمیق; Steel reinforced concrete beam; Composite construction; Shear strength; Deep beams;
Keywords: پرتوهای عمیق; Forced vibration; Functionally graded materials; Porosity; Deep beams; Finite element method;
Keywords: پرتوهای عمیق; Deep beams; Cantilevers; Reinforced concrete; Cracks; Load carrying capacity; Strut-and-Tie model; Softening coefficient
Keywords: پرتوهای عمیق; Wide beams; Deep beams; Seismic codes; Behaviour factor; Chord rotation; Ductility; Effective period; Collapse mechanism;
Keywords: پرتوهای عمیق; Steel–concrete–steel; Deep beams; Failure modes; Shear strength
Keywords: پرتوهای عمیق; Reinforced concrete; Corrosion; Load-bearing capacity; Shear behavior; Deep beams; Shear span
Keywords: پرتوهای عمیق; Multivariate adaptive regression splines; Artificial intelligence; Artificial bee colony; Shear strength; Reinforce-concrete; Deep beams
Keywords: پرتوهای عمیق; Deep beams; Shear strength; Prediction models; Statistical comparison; Parametric study; Strut-and-tie model; Kinematic model
Investigation of the shear strength of HDC deep beams based on a modified direct strut-and-tie model
Keywords: پرتوهای عمیق; Highly ductile fibre reinforced concrete (HDC); Reinforced concrete (RC); Deep beams; Modified direct strut-and-tie model (MDSTM); Shear strength;
Strut and tie modeling of deep beams shear strengthened with FRP laminates
Keywords: پرتوهای عمیق; Strut and Tie Modeling; Deep beams; Fiber reinforced Polymers (FRPs); Strut efficiency factor; Shear strength;
Nonlinear finite-element analysis for the behavior prediction and strut efficiency factor of GFRP-reinforced concrete deep beams
Keywords: پرتوهای عمیق; Concrete; GFRP bars; Failure mechanisms; Deep beams; FEA; STM;
Strut-and-tie model for externally bonded CFRP-strengthened reinforced concrete deep beams based on particle swarm optimization algorithm: CFRP debonding and rupture
Keywords: پرتوهای عمیق; Strut-and-tie model; Concrete; CFRP; Deep beams; Shear strength; Particle swarm optimization; CFRP debonding and failure modes; MATLAB; ABAQUS;
Shear strength of FRP reinforced deep beams without web reinforcement
Keywords: پرتوهای عمیق; FRP reinforcement; Deep beams; Strut and Tie Model;
Cyclic testing of tubular web RBS connections in deep beams
Keywords: پرتوهای عمیق; Cyclic testing; Special moment frame; Reduced beam section; Tubular web RBS (TW-RBS); Test specimens; Deep beams;
Experimental verification of strut and tie model for HSC deep beams without shear reinforcement
Keywords: پرتوهای عمیق; Shear strength; Reinforced concrete beams; Strut and tie model; Deep beams; High strength concrete;
Experimental investigation to compare the modulus of rupture in high strength self compacting concrete deep beams and high strength concrete normal beams
Keywords: پرتوهای عمیق; Deep beams; Normal beams; First cracking; Modulus of rupture
Nonlinear finite element modeling of concrete deep beams with openings strengthened with externally-bonded composites
Keywords: پرتوهای عمیق; Carbon fiber; Finite element analysis; Deep beams; Interfacial behavior; Openings; Strengthening
Structural performance of shear-critical RC deep beams with corroded longitudinal steel reinforcement
Keywords: پرتوهای عمیق; Corrosion; Shear; Reinforced concrete; Deep beams; FRP repair
Failure modes and serviceability of high strength self compacting concrete deep beams
Keywords: پرتوهای عمیق; Deep beams; Failure; Stresses; Strains; High strength self compacting concrete
FRP composites for shear strengthening of reinforced concrete deep beams with openings
Keywords: پرتوهای عمیق; Concrete; Deep beams; Openings; FRP; Strengthening
Shear strengthening of RC deep beams using externally bonded FRP systems
Keywords: پرتوهای عمیق; Concrete; Deep beams; FRP; Reinforced concrete; Shear; Strengthening; Web reinforcement;
Mechanical behaviour and non-linear analysis of short beams using softened truss and direct strut & tie models
Keywords: پرتوهای عمیق; Shear strength; Mechanics of materials; Non-linear analysis; Non-linear programming; Deep beams; Span-depth ratio; Reinforced concrete; Strut and tie models; Building codes; Diagonal tension; High-strength concrete; Structural analysis; Size effect; Str