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Where is Shear Reinforcement Required? Review of Research Results and Design Procedures
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/best.198900130openalex-snapshot
Die Tragfähigkeit von Betondruckstreben in Fachwerkmodellen am Beispiel von gedrungenen Balken.
inferredcites →https://doi.org/10.1016/j.engstruct.2005.04.010openalex-snapshot
Experimental study on high-strength concrete beams failing in shear
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1986)112:9(2066)openalex-snapshot
Shear Strength of Fibrous Concrete Beams Without Stirrups
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2001)5:4(268)openalex-snapshot
Shear Strength of Normal Strength Concrete Beams Reinforced with Deformed GFRP Bars
inferredcites →https://doi.org/10.1061/(asce)1090-0268(2006)10:6(464)openalex-snapshot
Shear Resistance of FRP RC Beams: Experimental Study
inferredcites →https://doi.org/10.1061/jsdeag.0002353openalex-snapshot
Diagonal Tension Cracking in Concrete Beams with Axial Forces
inferredcites →https://doi.org/10.1061/jsdeag.0002596openalex-snapshot
Arch Action and Bond in Concrete Shear Failures
inferredcites →https://doi.org/10.1061/jsdeag.0002996openalex-snapshot
Stirrup Effectiveness in Reinforced Concrete Beams with Axial Force
inferredcites →https://doi.org/10.1061/jsdeag.0005712openalex-snapshot
Shear in RC Beams without Web Reinforcement
inferredcites →https://doi.org/10.1139/cjce-27-3-553openalex-snapshot
One-way shear strength of large footings
inferredcites →https://doi.org/10.1139/l96-004openalex-snapshot
Shear strength of members without transverse reinforcement
inferredcites →https://doi.org/10.14359/10184openalex-snapshot
Shear Strength of Reinforced High-Strength Concrete Deep Beams
inferredcites →https://doi.org/10.14359/10220openalex-snapshot
Effect of Concrete Strength and Minimum Stirrups on Shear Strength of Large Members
inferredcites →https://doi.org/10.14359/10432openalex-snapshot
Shear Capacity of Reinforced Concrete Beams Using High-Strength Concrete
inferredcites →https://doi.org/10.14359/10528openalex-snapshot
Shear Strength of Lightly Reinforced T-Beams
inferredcites →https://doi.org/10.14359/10558openalex-snapshot
Tests of Reinforced Concrete Deep Beams
inferredcites →https://doi.org/10.14359/11384openalex-snapshot
Strains in Beams Having Diagonal Cracks
inferredcites →https://doi.org/10.14359/11409openalex-snapshot
Shear Strength of Two-Span Continous Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/11493openalex-snapshot
Static and Fatigue Strength in Shear of Beams with Tensile Reinforcement
inferredcites →https://doi.org/10.14359/11507openalex-snapshot
Some Implications of Recent Diagonal Tension Tests
inferredcites →https://doi.org/10.14359/11558openalex-snapshot
Shear Strength of Reinforced Concrete Frame Members Without Web Reinforcement
inferredcites →https://doi.org/10.14359/11572openalex-snapshot
Diagonal Tension Strength of Reinforced Concrete T-Beams with Varying Shear Span
inferredcites →https://doi.org/10.14359/11680openalex-snapshot
Shear Strength of Reinforced Concrete Beams Part 1 -Tests of Simple Beams
inferredcites →https://doi.org/10.14359/11686openalex-snapshot
Shear Strength of Reinforced Concrete Beams Part 2-Tests of Restrained Beams Without Web Reinforcement
inferredcites →https://doi.org/10.14359/12107openalex-snapshot
Reinforced Concrete Wall and Column Footings
inferredcites →https://doi.org/10.14359/12111openalex-snapshot
Shear Tests of FRP-Reinforced Concrete Beams without Stirrups
inferredcites →https://doi.org/10.14359/13463openalex-snapshot
Minimum Transverse Reinforcement in 65 Mpa Concrete Beams
inferredcites →https://doi.org/10.14359/14791openalex-snapshot
Repeating a Classic Set of Experiments on Size Effect in Shear of Members without Stirrups
inferredcites →https://doi.org/10.14359/15237openalex-snapshot
Shear Failure of Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/16430openalex-snapshot
Design for Shear Based on Loading Conditions
inferredcites →https://doi.org/10.14359/1662openalex-snapshot
Flexure-Shear Interaction of Reinforced High Strength Concrete Beams
inferredcites →https://doi.org/10.14359/17285openalex-snapshot
Shear Strength of Partially Prestressed Beams with Pretensioned Reinforcement of High Grade Deformed Bars
inferredcites →https://doi.org/10.14359/18229openalex-snapshot
One-Way Shear Strength of Thick Slabs and Wide Beams
inferredcites →https://doi.org/10.14359/18530openalex-snapshot
Effect of Aggregate Size on Beam-Shear Strength of Thick Slabs
inferredcites →https://doi.org/10.14359/2704openalex-snapshot
Shear Resistance of One-Way Slabs Under Concentrated Loads
inferredcites →https://doi.org/10.14359/2812openalex-snapshot
Shear Strength of Lightly Reinforced T-Beams in Negative Bending
inferredcites →https://doi.org/10.14359/2818openalex-snapshot
Shear Capacity of Reinforced High-Strength Concrete Beams
inferredcites →https://doi.org/10.14359/2896openalex-snapshot
Minimum Shear Reinforcement in Beams With Higher Strength Concrete
inferredcites →https://doi.org/10.14359/3097openalex-snapshot
Size Effect on Diagonal Shear Failure of Beams Without Stirrups
inferredcites →https://doi.org/10.14359/4177openalex-snapshot
Size Effects in Short Beams Loaded in Shear
inferredcites →https://doi.org/10.14359/4592openalex-snapshot
Shear Ductility of Reinforced Concrete Beams of Normal and High-Strength Concrete
inferredcites →https://doi.org/10.14359/584openalex-snapshot
Response of Reinforced Concrete Beams at High Strain Rates
inferredcites →https://doi.org/10.14359/6529openalex-snapshot
Shear Tests of High- and Low-Strength Concrete Beams with Stirrups
inferredcites →https://doi.org/10.14359/684openalex-snapshot
How Safe Are Our Large, Lightly Reinforced Concrete Beams, Slabs, and Footings?
inferredcites →https://doi.org/10.14359/691openalex-snapshot
Shear Strength of Reinforced High-Strength Concrete Beams with Shear Span-to-Depth Ratios between 1.5 and 2.5
inferredcites →https://doi.org/10.14359/695openalex-snapshot
Arch Action in Reinforced Concrete Beams—A Rational Prediction of Shear Strength
inferredcites →https://doi.org/10.14359/6985openalex-snapshot
Web Cracking Behavior of Beams Using Welded Wire Fabric as Shear Reinforcement
inferredcites →https://doi.org/10.14359/7151openalex-snapshot
Steel Fibers as Shear Reinforcement in Beams
inferredcites →https://doi.org/10.14359/7246openalex-snapshot
Deep Beam Behavior Affected by Length and Shear Span variations,”
inferredcites →https://doi.org/10.14359/738openalex-snapshot
Shear Behavior of Large Reinforced Concrete Deep Beams and Code Comparisons
inferredcites →https://doi.org/10.14359/7421openalex-snapshot
Experimental Study on Shear Strength of High-Strength Concrete Beams
inferredcites →https://doi.org/10.14359/7618openalex-snapshot
Shear Strength of Reinforced Concrete Beams at Points of Bar Cutoff
inferredcites →https://doi.org/10.14359/7633openalex-snapshot
Studies of the Shear and Diagonal Tension Strength of Simply Supported Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/7842openalex-snapshot
Shear Strength of Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/7851openalex-snapshot
Shear Strength of Beams Without Web Reinforcement Containing Deformed Bars of Different Yield Strengths
inferredcites →https://doi.org/10.14359/7972openalex-snapshot
Tensile Strength and Diagonal Tension Resistance of Structural Lightweight Concrete
inferredcites →https://doi.org/10.14359/8012openalex-snapshot
Shear Strength of Restrained Concrete Beams Without Web Reinforcement
inferredcites →https://doi.org/10.14359/8020openalex-snapshot
High-Strength Deformed Steel Bars for Concrete Reinforcement
inferredcites →https://doi.org/10.14359/8118openalex-snapshot
Behavior and Strength in Shear of Beams and Frames Without Web Reinforcement
inferredcites →https://doi.org/10.14359/9638openalex-snapshot
Partial Prestressing in Concrete Corbels and Deep Beams
inferredcites →https://doi.org/10.14359/9646openalex-snapshot
Shear Behavior of Steel Fiber Reinforced Concrete Beams
inferredcites →https://doi.org/10.14359/9716openalex-snapshot
Minimum Shear Reinforcement in Normal, Medium, and High-Strength Concrete Beams
inferredcites →https://doi.org/10.1680/istbu.1998.30038openalex-snapshot
SHEAR CAPACITY OF HIGH-STRENGTH CONCRETE BEAMS WITH THEIR POINT OF INFLECTION WITHIN THE SHEAR SPAN.
inferredcites →https://doi.org/10.1680/macr.1970.22.70.17openalex-snapshot
Shear reinforcement of reinforced concrete beams subject to distributed loading
inferredcites →https://doi.org/10.2208/jscej.1986.372_167openalex-snapshot
REVALUATION OF THE EQUATION FOR SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITHOUT WEB REINFORCEMENT
inferredcites →https://doi.org/10.3929/ethz-a-000138231openalex-snapshot
Schubversuche an Stahlbeton-Platten
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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A Heterogeneous Transfer Learning-Based Genetic Expression Programming Approach to Estimate Reinforced Concrete Beam Shear Strength
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Querkrafttragfähigkeit von Fahrbahnplatten ohne Querkraftbewehrung
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Schubversuche an Stahlbetonbalken unterschiedlicher M/V‐Kombinationen
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Schubversuche an simulierten Durchlaufbalken ohne Querkraftbewehrung
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Background to the fib Model Code 2010 shear provisions – part I: beams and slabs
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Influence of axial tension on the shear strength of floor joists without transverse reinforcement
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Dual potential capacity model for reinforced concrete beams subjected to shear
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The compression chord capacity model for the shear design and assessment of reinforced and prestressed concrete beams
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Investigation of minimum shear strength of reinforced concrete elements without transverse reinforcement
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Combined shear and flexure performance of prestressing concrete T‐shaped beams: Experiment and deterministic modeling
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Uncertainty in shear resistance models of reinforced concrete beams according to fib MC2010
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Model uncertainties and bias in SHEAR strength predictions of slender stirrup reinforced concrete beams
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Assessment of reliability of EN 1992‐1‐1 variable strut inclination method of shear design provisions for stirrup failure
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Shear strength of straight concrete members without shear reinforcement. Reassessment of the effectiveness factors used in the crack sliding theory
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Model error and reliability of reinforced concrete beams in shear designed according to the Modified Compression Field Theory
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Assessing beam shear behavior with distributed longitudinal strains
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One‐way flexural shear tests on wide reinforced concrete slab segments with simple and intermediate supports
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Numerical investigation of the shear capacity of reinforced concrete continuous deep beams
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Shear Resistance of Prestressed Girders: Probabilistic Design
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Quantification of the Uncertainty of Shear Strength Models Using Bayesian Inference
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Machine-learning-assisted shear strength prediction of reinforced concrete beams with and without stirrups
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Shear strength prediction of reinforced concrete beams by baseline, ensemble, and hybrid machine learning models
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Modeling shear strength of medium- to ultra-high-strength concrete beams with stirrups using SVR and genetic algorithm
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A Review on the Developments of Peridynamics for Reinforced Concrete Structures
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Shear Bearing Capacity of RC Slabs without Shear Reinforcement: Design Codes Comparison
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Evaluation of Shear Strength of RC Beams Without Shear Reinforcement Using Modified Compression Field Theory
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Aggregate interlock in fractured concrete mesoscale models: a novel finite element modelling approach
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Shear failure of RC members
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Application of novel hybrid machine learning approach for estimation of ultimate bond strength between ultra-high performance concrete and reinforced bar
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Linear genetic programming for shear strength prediction of reinforced concrete beams without stirrups
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Formulation of shear strength of slender RC beams using gene expression programming, part I: Without shear reinforcement
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Shear design of FRP reinforced concrete beams without transverse reinforcement
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Repair of reinforced concrete deep beams using post-tensioned CFRP rods
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Analysis of circular concrete members reinforced with composite glass-FRP spirals
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Improvements in fracture behavior and shear capacity of fiber reinforced normal and self consolidating concrete: A comparative study
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Local use of ECC to simultaneously enhance the shear strength and deformability of RC beams
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A comparative study on minimum shear reinforcement provisions in codes of practice for reinforced concrete beams
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Assessment of shear strength of reinforced concrete beams without shear reinforcement: A comparative study between codes of practice and artificial neural network
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Shear behavior of externally prestressed UHPC beams without stirrups
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Shear performance of 25 m full-scale prestressed UHPC-NC composite I-beam without stirrups
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Experimental and numerical studies on shear failure behavior variability in RC beams without shear reinforcement
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Influence of cohesive stresses on shear capacity of reinforced SFRC beams without stirrups: A discrete crack approach
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A deformability-based mechanical model for predicting shear strength of FRP-strengthened RC beams failed in concrete cover separation
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Optimal adjustment of EC-2 shear formulation for concrete elements without web reinforcement using Genetic Programming
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Extended sandwich model for reinforced concrete slabs: Shear strength without transverse reinforcement
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Extended sandwich model for reinforced concrete slabs: Shear strength with transverse reinforcement
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A new approach to shear design of slender reinforced concrete members without transverse reinforcement
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Effect of support condition and load arrangement on the shear response of reinforced concrete beams without transverse reinforcement
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Experimental investigation of shear strength of full-scale concrete slabs subjected to concentrated loads in nuclear buildings
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Extended Strip Model for slabs subjected to load combinations
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Quantification of shear cracking in reinforced concrete beams
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Investigation of the dilatant behavior of cracks in the shear response of steel fiber reinforced concrete beams
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Safety factor calibration for a new model of shear strength of reinforced concrete building beams and slabs
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Shear strength prediction of steel fiber reinforced concrete beam using hybrid intelligence models: A new approach
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Shear strengthening of concrete members with unbonded transverse reinforcement
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Efficiency of steel fibers in shear resistance of reinforced concrete beams without stirrups at different moment-to-shear ratios
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Shear strength of RC beams with stirrups using an improved Eurocode 2 truss model with two variable-inclination compression struts
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Shear Crack Propagation Theory (SCPT) – The mechanical solution to the riddle of shear in RC members without shear reinforcement
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A mechanical model for the shear capacity of slender reinforced concrete members without shear reinforcement
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Experimental study of shear strength in continuous reinforced concrete beams with and without shear reinforcement
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Stochastic modelling and assessment of long-span precast prestressed concrete elements failing in shear
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Extended CSDT model for shear capacity assessments of bridge deck slabs
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Shear transfer mechanism in reinforced engineered cementitious composite (ECC) beams: Quantification of Vs and Vc
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Experimental evidences of flexural to shear to crushing failure mode transition in reinforced concrete beams without stirrups
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Arch action in reinforced concrete subjected to shear
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.115358openalex-snapshot
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams
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Shear strength prediction for RC beams without shear reinforcement by neural network incorporated with mechanical interpretations
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Punching resistance of flat slabs loaded with closely offset planted columns
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Shear-type failure of deep, short and slender impact-loaded reinforced concrete beams
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Present State of Eurocode 2 Variable Strut Inclination Method for Shear Design and Possible Improvement
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Evaluation of Design Methods for Prestressed Concrete Members with Stirrups Using a New Traditional Shear Database
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Experimental and nonlinear finite element analysis of shear behaviour of reinforced concrete beams
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Weight function calculation method for analyzing mixed-mode shear cracks in reinforced concrete beams
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Shear behavior of ultra-high-performance reinforced concrete beams – Finite element and uncertainty quantification study
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Numerical investigation on the shear behavior of slender reinforced concrete beams without shear reinforcement differed by various boundary and loading conditions
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Design for shear at closely offset planted columns
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Structural behavior of shear-dominant externally prestressed UHPC T-shaped beams
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Experimental behavior of the shear strength of full-scale precast prestressed double tees
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Analysis of influencing factors on shear behavior of the reinforced concrete deep beams
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Strength and sensitivity analysis of shear-deficient ultrahigh performance fiber reinforced concrete beams using hybrid neuro-fuzzy approach
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A shear model for FRP reinforced concrete elements based on refined Critical Shear Crack Theory parameters
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Cohesive stress transfer and shear capacity enhancements in hybrid steel and macro-polypropylene fiber reinforced concrete
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Evaluación del ajuste e introducción de la seguridad en el modelo experimental del EC-2 para estimar la capacidad a cortante en elementos lineales de hormigón armado sin armadura transversal
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Shear behavior of steel fiber reinforced concrete using full-field displacements from digital image correlation
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0000862openalex-snapshot
Sustainability of Concrete Infrastructures
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000108openalex-snapshot
Shear Strength of Large Concrete Members with FRP Reinforcement
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000464openalex-snapshot
FRCM Strengthening of Shear-Critical RC Beams
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000707openalex-snapshot
Shear Behavior of Circular Concrete Members Reinforced with GFRP Bars and Spirals at Shear Span-to-Depth Ratios between 1.5 and 3.0
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Contribution of Longitudinal NSM-CFRP Bars on the Shear Strength of RC Beams with Varying Depths and Concrete Strengths
inferred← citeshttps://doi.org/10.1061/(asce)cf.1943-5509.0000960openalex-snapshot
Methods for Shear Strengthening of Thick Concrete Slabs
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000234openalex-snapshot
Shear Strength of Steel Fiber-Reinforced Ultrahigh- Performance Concrete Beams without Stirrups
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000799openalex-snapshot
Structural Behavior of Shear-Critical RC Slender Beams with Corroded Properly Anchored Longitudinal Steel Reinforcement
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000988openalex-snapshot
Presliding Shear Failure in Prestressed RC Beams. I: Partial-Interaction Mechanism
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001167openalex-snapshot
Seismic Behavior of Shear-Critical Reinforced High-Strength Concrete Columns
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001404openalex-snapshot
Shear Strength of RC Beams with Steel Stirrups
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001552openalex-snapshot
Numerical Investigation of the Shear Strength of RC Deep Beams Using the Microplane Model
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001608openalex-snapshot
Shear Behavior of Reinforced Concrete Beams without Transverse Reinforcement Based on Critical Shear Displacement
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001786openalex-snapshot
Effect of Vertical and Horizontal Web Reinforcement on the Strength and Deformation of Concrete Deep Beams Reinforced with GFRP Bars
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0001974openalex-snapshot
Strut-and-Tie Modeling of Reinforced Concrete Deep Beams
inferred← citeshttps://doi.org/10.1061/41031(341)176openalex-snapshot
Shear Strength of Members without Transverse Reinforcement
inferred← citeshttps://doi.org/10.1061/jsdccc.sceng-1701openalex-snapshot
Effect of Width and Effective Length on Shear Strength of RC Slender Beams without Shear Reinforcement
inferred← citeshttps://doi.org/10.1063/5.0108418openalex-snapshot
Evaluation of the shear strength design equations for slender and non-slender RC beams admixtured with recycled concrete aggregate without web reinforcement
inferred← citeshttps://doi.org/10.1063/5.0162168openalex-snapshot
3D numerical modelling of reinforced concrete beam without shear reinforcement
inferred← citeshttps://doi.org/10.1080/10168664.2018.1458585openalex-snapshot
Shear Performance Mechanism Description Using Digital Image Correlation
inferred← citeshttps://doi.org/10.1080/13632460902813190openalex-snapshot
Influence of Clamping Stresses in the Shear Strength of Concrete Slabs Under Uniform Loads
inferred← citeshttps://doi.org/10.1080/15583058.2013.800920openalex-snapshot
Shear Vulnerability of Historical Reinforced-Concrete Structures
inferred← citeshttps://doi.org/10.1080/15732479.2014.964735openalex-snapshot
Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams
inferred← citeshttps://doi.org/10.1080/15732479.2023.2300072openalex-snapshot
Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling
inferred← citeshttps://doi.org/10.1080/15732479.2024.2359488openalex-snapshot
Using crack width for shear, stiffness, and stirrup strain history predictions for reinforced concrete beams
inferred← citeshttps://doi.org/10.1080/19648189.2016.1194321openalex-snapshot
Experimental analysis of the shear behaviour of prestressed and reinforced concrete beams
inferred← citeshttps://doi.org/10.1080/19648189.2017.1371646openalex-snapshot
Evaluation of one-way shear behaviour of reinforced concrete slabs: experimental and numerical analysis
inferred← citeshttps://doi.org/10.1088/1757-899x/910/1/012002openalex-snapshot
Shear capacity of reinforced concrete deep beams using genetic algorithm
inferred← citeshttps://doi.org/10.1088/1757-899x/930/1/012052openalex-snapshot
Influence of link spacing on concrete shear capacity: experimental investigations and finite element studies
inferred← citeshttps://doi.org/10.1088/1757-899x/930/1/012055openalex-snapshot
Nonlinear finite element analysis of reinforced concrete beam-column joints under reversed cyclic loading
inferred← citeshttps://doi.org/10.1111/mice.12965openalex-snapshot
A knowledge transfer enhanced ensemble approach to predict the shear capacity of reinforced concrete deep beams without stirrups
inferred← citeshttps://doi.org/10.1139/cjce-2012-0459openalex-snapshot
Does the shear strength of reinforced concrete beams and slabs depend upon the flexural reinforcement ratio or the reinforcement strain?
inferred← citeshttps://doi.org/10.1155/adce/5088121openalex-snapshot
Shear Capacity Calculation Methods for Reinforced Concrete Structure
inferred← citeshttps://doi.org/10.11606/d.18.2019.tde-23052019-090405openalex-snapshot
Contribuição à análise da resistência à força cortante em lajes de concreto estrutural sem armadura transversal
inferred← citeshttps://doi.org/10.11606/d.3.2013.tde-06072014-225940openalex-snapshot
Análise comparativa entre modelos de predição de norma e dados de ensaios na determinação da resistência ao cisalhamento.
inferred← citeshttps://doi.org/10.11606/t.18.2022.tde-29112022-221516openalex-snapshot
One-way shear and punching strength of reinforced concrete slabs without transverse reinforcement under concentrated loads
inferred← citeshttps://doi.org/10.1177/1369433217713924openalex-snapshot
Analytical probabilistic model for shear strength prediction of reinforced concrete beams without shear reinforcement
inferred← citeshttps://doi.org/10.1201/9781003595120-41openalex-snapshot
Probabilistic model updating and numerical simulation of load tests on PC bridge deck beams under shear failure
inferred← citeshttps://doi.org/10.12691/ajcea-1-2-4openalex-snapshot
Shear Predictions of Eurocode EC2
inferred← citeshttps://doi.org/10.12962/j20861206.v37i1.12602openalex-snapshot
SHEAR BEHAVIOUR ANALYSIS OF REINFORCED CONCRETE BEAM USING NON-LINEAR FINITE ELEMENT SIMULATION
inferred← citeshttps://doi.org/10.12962/j20861206.v39i2.20779openalex-snapshot
Shear Behavior Simulation of Reinforced Concrete Beam Incorporating Glass Fibber-Reinforced Polymer Shear Reinforcement
inferred← citeshttps://doi.org/10.14359/51684405openalex-snapshot
Experimental Investigation on Reinforced Ultra-High-Performance Fiber-Reinforced Concrete Composite Beams Subjected to Combined Bending and Shear
inferred← citeshttps://doi.org/10.14359/51686147openalex-snapshot
Shear Database for Prestressed Concrete Members
inferred← citeshttps://doi.org/10.14359/51687658openalex-snapshot
Modification Factor for Shear Capacity of Lightweight Concrete Beams
inferred← citeshttps://doi.org/10.14359/51688614openalex-snapshot
Design of Indirectly Loaded Large Footings for One-Way Shear
inferred← citeshttps://doi.org/10.14359/51688746openalex-snapshot
Shear Behavior of Externally Prestressed Concrete Beams with Draped Tendons
inferred← citeshttps://doi.org/10.14359/51689151openalex-snapshot
Shear Behavior of Reinforced Concrete Deep Beams
inferred← citeshttps://doi.org/10.14359/51689462openalex-snapshot
Extended Strip Model for Reinforced Concrete Slabs under Concentrated Loads
inferred← citeshttps://doi.org/10.14359/51689725openalex-snapshot
Shear Strength of Reinforced Limestone Aggregate Concrete Beams
inferred← citeshttps://doi.org/10.14359/51701012openalex-snapshot
Updating the ACI Shear Design Provisions
inferred← citeshttps://doi.org/10.14359/51701132openalex-snapshot
Evaluation of Shear Reinforcement Design Limits in High-Strength Concrete Beams
inferred← citeshttps://doi.org/10.14359/51702252openalex-snapshot
Maximum Shear Capacity of Reinforced Concrete Members
inferred← citeshttps://doi.org/10.14359/51713307openalex-snapshot
Shear Behavior of Slender and Non-Slender Steel Fiber-Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.14359/51715633openalex-snapshot
Effect of Member Size and Tendon Layout on Shear Behavior of Post-Tensioned Beams
inferred← citeshttps://doi.org/10.14359/51716765openalex-snapshot
Distributed Sensing in Large Reinforced Concrete Shear Test
inferred← citeshttps://doi.org/10.14359/51716774openalex-snapshot
Behavior and Strength of Glass Fiber-Reinforced Polymer-Reinforced Concrete Deep Beams with Web Openings
inferred← citeshttps://doi.org/10.14359/51720200openalex-snapshot
Shear Behavior of Fly-Ash-Incorporated Recycled Aggregate Concrete Beams
inferred← citeshttps://doi.org/10.14359/51728079openalex-snapshot
Shear and Shear-Friction Strengths of Squat Walls with Flanges
inferred← citeshttps://doi.org/10.14359/51730531openalex-snapshot
Shear Strength of Prestressed Concrete Beams Considering Bond Mechanism in Reinforcement
inferred← citeshttps://doi.org/10.14359/51734662openalex-snapshot
Machine Learning for Shear Strength of Reinforced-Concrete Beams
inferred← citeshttps://doi.org/10.14359/51736125openalex-snapshot
Assessment and Simplification of American Association of State Highway and Transportation Officials Sectional Shear Design Using V-M Interaction Diagram
inferred← citeshttps://doi.org/10.14359/51740246openalex-snapshot
Ultimate Shear Strength Prediction for Slender Reinforced Concrete Beams without Transverse Reinforcement Using Machine Learning Approach
inferred← citeshttps://doi.org/10.14359/51746815openalex-snapshot
Tensile Cracking and Flexure-Shear Capacity of Recycled Aggregate Concrete
inferred← citeshttps://doi.org/10.15623/ijret.2014.0308018openalex-snapshot
SIZE EFFECT ON SHEAR BEHAVIOR OF HIGH STRENGTH RC SLENDER BEAMS
inferred← citeshttps://doi.org/10.1590/s1983-41952013000600004openalex-snapshot
Comparative analysis between prediction models in codes and test data for shear strength
inferred← citeshttps://doi.org/10.1590/s1983-41952014000400007openalex-snapshot
Resistência ao cisalhamento de lajes nervuradas unidirecionais de concreto armado
inferred← citeshttps://doi.org/10.1617/s11527-014-0340-5openalex-snapshot
Influence of the longitudinal reinforcement on the shear strength of one-way concrete slabs
inferred← citeshttps://doi.org/10.17515/resm2023.497ma0810openalex-snapshot
Review of BS 8110, EC2, and the Improved EC2 shear resistance models for stirrup in reinforced concrete beams
inferred← citeshttps://doi.org/10.18517/ijaseit.8.2.4847openalex-snapshot
Visualization of Shear Cracks in a Reinforced Concrete Beam using the Digital Image Correlation
inferred← citeshttps://doi.org/10.18552/2019/idscmt5046openalex-snapshot
Shear strengthening of thick concrete slabs accounting for loading during strengthening
inferred← citeshttps://doi.org/10.2208/jscejmcs.78.1_46openalex-snapshot
SHEAR STRENGTH PREDICTION FOR RC BEAMS WITHOUT SHEAR REINFORCEMENT BY NEURAL NETWORK INCORPORATED WITH MECHANICAL INTERPRETATIONS
inferred← citeshttps://doi.org/10.22215/etd/2010-08803openalex-snapshot
Effective shear design of FRP reinforced concrete
inferred← citeshttps://doi.org/10.23881/idupbo.015.1-4iopenalex-snapshot
MODELOS REALISTAS EN LA VERIFICACIÓN DEL ESFUERZO CORTANTE EN ELEMENTOS DE HORMIGÓN ARMADO
inferred← citeshttps://doi.org/10.2478/sjce-2020-0005openalex-snapshot
Non-Linear Analysis of an RC Beam Without Shear Reinforcement with a Sensitivity Study of the Material Properties of Concrete
inferred← citeshttps://doi.org/10.2749/222137813806521342openalex-snapshot
Residual shear capacity of 50 years old RC solid slab bridge decks
inferred← citeshttps://doi.org/10.2749/222137814814027693openalex-snapshot
Analysis on the minimum shear strength of reinforced concrete elements without transverse reinforcement
inferred← citeshttps://doi.org/10.2749/222137814814027710openalex-snapshot
Predicting the Shear Capacity of Reinforced Concrete Slabs subjected to Concentrated Loads close to Supports with the Modified Bond Model
inferred← citeshttps://doi.org/10.2749/222137814814066979openalex-snapshot
Investigation of Shear Response of Nuclear Power Plant Wall Elements using High Strength Materials
inferred← citeshttps://doi.org/10.2749/222137912805111393openalex-snapshot
Resistance of Concrete Members without Stirrups to Fatigue Loads
inferred← citeshttps://doi.org/10.3151/coj.62.9_763openalex-snapshot
Development of AI Incorporating Mechanical Interpretation for Shear Strength Prediction and Its Application Tool
inferred← citeshttps://doi.org/10.32920/ryerson.14644572openalex-snapshot
Behaviour of composite framed shear wall system
inferred← citeshttps://doi.org/10.32920/ryerson.14644572.v1openalex-snapshot
Behaviour of composite framed shear wall system
inferred← citeshttps://doi.org/10.32920/ryerson.14663553openalex-snapshot
Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings
inferred← citeshttps://doi.org/10.32920/ryerson.14663553.v1openalex-snapshot
Behaviour of double skin profiled composite shear wall system under in-plane monotonic, cyclic and impact loadings
inferred← citeshttps://doi.org/10.3390/app8112070openalex-snapshot
Hybrid Fibres as Shear Reinforcement in High-Performance Concrete Beams with and without Openings
inferred← citeshttps://doi.org/10.3390/buildings14092705openalex-snapshot
Shear Behavior of Non-Stirrup Ultra-High-Performance Concrete Beams: Contribution of Steel Fibers and UHPC
inferred← citeshttps://doi.org/10.3390/buildings14103100openalex-snapshot
Finite Element Analysis of the Shear Performance of Reinforced Concrete Corbels under Different Design Codes
inferred← citeshttps://doi.org/10.3390/buildings15111946openalex-snapshot
Experimental Study on Shear Failure of 30 m Pre-Tensioned Concrete T-Beams Under Small Shear Span Ratio
inferred← citeshttps://doi.org/10.3390/buildings15122096openalex-snapshot
Analytical Model of Crack Opening in Reinforced Concrete Structures Based on DCE
inferred← citeshttps://doi.org/10.3390/ma13122788openalex-snapshot
Identification of Fracture Mechanic Properties of Concrete and Analysis of Shear Capacity of Reinforced Concrete Beams without Transverse Reinforcement
inferred← citeshttps://doi.org/10.3390/ma13204552openalex-snapshot
Machine Learning-Based Evaluation of Shear Capacity of Recycled Aggregate Concrete Beams
inferred← citeshttps://doi.org/10.3390/ma14247647openalex-snapshot
A Design Method to Induce Ductile Failure of Flexural Strengthened One-Way RC Slabs
inferred← citeshttps://doi.org/10.3390/ma15238430openalex-snapshot
An Efficient Method for Optimizing HPC-FRP Retrofit Systems of Flexural Strengthened One-Way Continuous Slabs Based on ACI 440.2R
inferred← citeshttps://doi.org/10.3390/ma16114177openalex-snapshot
Experimental Study on Shear Behavior of Non-Stirrup Ultra-High Performance Concrete Beams
inferred← citeshttps://doi.org/10.3390/ma18112446openalex-snapshot
Data-Driven Approach to Derive Equation for Predicting Ultimate Shear Strength of Reinforced Concrete Beams Without Stirrups
inferred← citeshttps://doi.org/10.3390/su12239868openalex-snapshot
Numerical Modeling and Analysis of Concrete Slabs in Interaction with Subsoil
inferred← citeshttps://doi.org/10.3846/1392-3730.2009.15.395-403openalex-snapshot
ON SHEAR REINFORCEMENT DESIGN OF STRUCTURAL CONCRETE BEAMS ON THE BASIS OF THEORY OF PLASTICITY
inferred← citeshttps://doi.org/10.3846/13923730.2014.897979openalex-snapshot
BEHAVIOUR OF REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS SUBJECTED TO STEEL REINFORCEMENT CORROSION
inferred← citeshttps://doi.org/10.3846/mbmst.2019.154openalex-snapshot
Shear failures in cantilevered reinforced concrete slab-strips without transverse reinforcement
inferred← citeshttps://doi.org/10.3850/978-981-08-5118-7_067openalex-snapshot
Predicting the Shear Strength of RC Beams without Stirrups Using Bayesian Neural Network
inferred← citeshttps://doi.org/10.3989/ic.13.114openalex-snapshot
Modelo mecánico para el cálculo de la resistencia a cortante de forjados de vigueta y bovedilla
inferred← citeshttps://doi.org/10.48084/etasr.4650openalex-snapshot
Prestressing Effects on Full Scale Deep Beams with Large Web Openings¨: An Experimental and Numerical Study
inferred← citeshttps://doi.org/10.48084/etasr.4743openalex-snapshot
A Semi-Empirical Equation based on the Strut-and-Tie Model for the Shear Strength Prediction of Deep Beams with Multiple Large Web Openings
inferred← citeshttps://doi.org/10.4995/thesis/10251/18326openalex-snapshot
ON SHEAR BEHAVIOR OF STRUCTURAL ELEMENTS MADE OF STEEL FIBER REINFORCED CONCRETE
inferred← citeshttps://doi.org/10.5505/pajes.2016.42243openalex-snapshot
Predicting shear strength of reinforced concrete slender beams without shear reinforcement using artificial neural networks
inferred← citeshttps://doi.org/10.5614/j.eng.technol.sci.2021.53.4.8openalex-snapshot
Application of Nonlinear Finite Element Analysis on Shear-Critical Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.5821/dissertation-2117-94874openalex-snapshot
A model for the nonlinear, time-dependent and strengthening analysis of shear critical frame concrete structures
inferred← citeshttps://doi.org/10.5821/dissertation-2117-95159openalex-snapshot
Resistencia a cortante de los forjados de vigueta pretensada y bovedilla
inferred← citeshttps://doi.org/10.58845/jstt.utt.2021.vn.1.1-12openalex-snapshot
Ứng dụng các mô hình học máy dựa trên thuật toán cây để giải bài toán dự báo sức kháng cắt của dầm BTCT không cốt đai
inferred← citeshttps://doi.org/10.58845/jstt.utt.2021.vn.1.1.1-12openalex-snapshot
Ứng dụng các mô hình học máy dựa trên thuật toán cây để giải bài toán dự báo sức kháng cắt của dầm BTCT không cốt đai
inferred← citeshttps://doi.org/10.58845/jstt.utt.2021.vn4openalex-snapshot
Ứng dụng các mô hình học máy dựa trên thuật toán cây để giải bài toán dự báo sức kháng cắt của dầm BTCT không cốt đai
inferred← citeshttps://doi.org/10.70675/6bf3bf8az5662z44c8zaae4zf520c749eb34openalex-snapshot
Etudes expérimentales et numériques du comportement des dalles épaisses en béton armé sous chargement de cisaillement et interaction cisaillement/effet de membrane : Application aux bâtiments nucléaires
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.