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Shear Strength and Minimum Shear Reinforcement of Reinforced Concrete Slender Beams

https://doi.org/10.14359/12484
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inferred← citeshttps://doi.org/10.2139/ssrn.4677891openalex-extracted
Suitability of Mechanics-Based and Optimized Artificial Intelligence-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
inferred← citeshttps://doi.org/10.1002/9783433600702.ch9openalex-snapshot
Sonderaspekte zur Schubbemessung nach DIN 1045‐1 und EC 2
inferred← citeshttps://doi.org/10.1002/best.200490196openalex-snapshot
Stahlbetonträger mit zweiachsiger Querkraftbeanspruchung
inferred← citeshttps://doi.org/10.1002/best.200500458openalex-snapshot
Zur Querkraftbemessung bei Kreisquerschnitten. Teil 1: Bauteile ohne Querkraftbewehrung
inferred← citeshttps://doi.org/10.1002/best.200700543openalex-snapshot
Bemessungshilfen und Konstruktion bei geneigten Querkräften
inferred← citeshttps://doi.org/10.1002/suco.201700145openalex-snapshot
An analysis of the shear‐transfer actions in reinforced concrete members without transverse reinforcement based on refined experimental measurements
inferred← citeshttps://doi.org/10.1007/s12205-014-0320-xopenalex-snapshot
Shear strength of Steel Fiber Reinforced Concrete (SFRC) slender beams
inferred← citeshttps://doi.org/10.1007/s44367-025-00011-5openalex-snapshot
Study on the shear strength prediction model of reinforced concrete beams considering arch action
inferred← citeshttps://doi.org/10.1016/j.aasri.2012.11.099openalex-snapshot
Self-Compacting Concrete Jacketing – Tests and Analysis
inferred← citeshttps://doi.org/10.1016/j.compstruct.2017.12.080openalex-snapshot
Shear behaviour of geopolymer-concrete beams transversely reinforced with continuous rectangular GFRP composite spirals
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2006.08.002openalex-snapshot
Reliability of RC beams under chloride-ingress
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2012.11.099openalex-snapshot
Damage evaluation of reinforced concrete beams with varying thickness using the acoustic emission technique
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2013.04.023openalex-snapshot
Shear tests of reinforced concrete beams with continuous rectangular spiral reinforcement
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2023.132454openalex-snapshot
Backbone model for predicting the shear behavior of geopolymer panels under diagonal tension tests
inferred← citeshttps://doi.org/10.1016/j.conbuildmat.2024.138437openalex-snapshot
Study on shear performance of BMSCC prefabricated shell and square steel tube composite permanent formwork beam
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2020.104815openalex-snapshot
Overstrength requirements to avoid brittle shear failure in RC slender beams with stirrups
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.03.032openalex-snapshot
Effectiveness of spirally shaped stirrups in reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2013.10.001openalex-snapshot
Experimental study on shear strength of beam-and-block floors
inferred← citeshttps://doi.org/10.1016/j.engstruct.2014.02.029openalex-snapshot
Shear strength of high-strength concrete beams: Modeling and design recommendations
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.05.007openalex-snapshot
Shear strength of concrete members without transverse reinforcement: A mechanical approach to consistently account for size and strain effects
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.09.015openalex-snapshot
Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.01.025openalex-snapshot
Investigation of the shear behavior of RC beams on the basis of measured crack kinematics
inferred← citeshttps://doi.org/10.1016/j.engstruct.2016.02.045openalex-snapshot
Assessment of epistemic uncertainties in the shear strength of slender reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.111949openalex-snapshot
The influence of transverse reinforcement and yielding of flexural reinforcement on the shear-transfer actions of RC members
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.112765openalex-snapshot
Strengthening of shear-deficient RC beams using near surface embedded precast cement-based composite plates (PCBCPs)
inferred← citeshttps://doi.org/10.1016/j.engstruct.2022.113886openalex-snapshot
Shear behavior of RC beams without transverse reinforcement: An analysis of crack kinematics and transfer mechanisms based on stereophotogrammetric measurements
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.117711openalex-snapshot
Shear resistance of prestressed HPFRC beams without stirrups: A mechanical analysis of shear-transfer actions based on detailed experimental measurements
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.119502openalex-snapshot
Shear behavior of precast recycled lump-aggregate concrete laminated beams using inclined-crossed stirrups
inferred← citeshttps://doi.org/10.1016/j.istruc.2020.12.043openalex-snapshot
Experimental and nonlinear finite element analysis of shear behaviour of reinforced concrete beams
inferred← citeshttps://doi.org/10.1016/j.istruc.2021.03.093openalex-snapshot
Shear behavior of RC beams reinforced with internal trussed steel strips at shear span zone
inferred← citeshttps://doi.org/10.1016/j.istruc.2021.06.059openalex-snapshot
3D nonlinear finite element modelling of mechanical behavior of a new wall-beam-strut joint for prefabricated underground construction and validation again experimental testing
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.03.061openalex-snapshot
Shear resistant mechanisms in steel fiber reinforced concrete beams: An analytical investigation
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.10.114openalex-snapshot
Parametric investigation and economic design of slender steel fibre reinforced concrete beams using shear resisting mechanisms approach
inferred← citeshttps://doi.org/10.1016/j.jobe.2022.105464openalex-snapshot
Shear behavior of full-scale prestressed concrete double tee beams with steel-wire meshes
inferred← citeshttps://doi.org/10.1051/matecconf/201819602039openalex-snapshot
Assessment of shear capacity. Part I: Comparison of shear models used for RC beams design
inferred← citeshttps://doi.org/10.1051/matecconf/201819602040openalex-snapshot
Assessment of shear capacity. Part II: Experimental test
inferred← citeshttps://doi.org/10.1061/(asce)0733-9445(2005)131:6(991)openalex-snapshot
Closure to “Shear Compression Failure in Reinforced Concrete Deep Beams” by Prodromos D. Zararis
inferred← citeshttps://doi.org/10.1061/(asce)0899-1561(2006)18:3(415)openalex-snapshot
Flexural and Shear Strength of Composite Lintels in Glass-Fiber-Reinforced Gypsum Wall Constructions
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000583openalex-snapshot
Effect of Transverse Reinforcement Ratio on the Shear Strength of GFRP-RC Continuous Beams
inferred← citeshttps://doi.org/10.1061/(asce)cc.1943-5614.0000639openalex-snapshot
Uniaxial Tensile Stress-Strain Relationships of RC Elements Strengthened with FRP Sheets
inferred← citeshttps://doi.org/10.1061/(asce)sc.1943-5576.0000507openalex-snapshot
Flexural Response of RC Beams Failing in Shear
inferred← citeshttps://doi.org/10.1061/(asce)st.1943-541x.0000295openalex-snapshot
Can Stirrups Suppress Size Effect on Shear Strength of RC Beams?
inferred← citeshttps://doi.org/10.1061/ppscfx.sceng-1429openalex-snapshot
Shear Strength of RC Beams without and with Stirrups: Analytical Expressions and Comparison with Experimental Data
inferred← citeshttps://doi.org/10.1080/12795119.2004.9692606openalex-snapshot
Analyse probabiliste de la fiabilité des poutres en béton armé corrodées
inferred← citeshttps://doi.org/10.1080/13287982.2023.2295597openalex-snapshot
Uncertainty modelling and assessment of shear resistance in reinforced concrete beams without shear reinforcement
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/10.1080/19648189.2021.1976680openalex-snapshot
Experimental and theoretical analysis for the shear capacity of the square rebar reinforced concrete beams during the period of the Republic of China (1912–1949)
inferred← citeshttps://doi.org/10.11113/jt.v77.6400openalex-snapshot
SHEAR CAPACITY EVALUATION OF REINFORCED CONCRETE BEAMS: FINITE ELEMENT SIMULATION
inferred← citeshttps://doi.org/10.1139/l06-033openalex-snapshot
Predicting the effect of stirrups on shear strength of reinforced normal-strength concrete (NSC) and high-strength concrete (HSC) slender beams using artificial intelligence
inferred← citeshttps://doi.org/10.1155/2014/802605openalex-snapshot
Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes
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/10.1186/s44147-024-00380-3openalex-snapshot
Shear capacity of miniature beams with continuous staggered spiral stirrups
inferred← citeshttps://doi.org/10.1260/1369-4332.15.12.2071openalex-snapshot
Shear Strength of Simply- or Rigidly-Supported RC Beams with Various Design Variables
inferred← citeshttps://doi.org/10.1260/1369-4332.15.8.1291openalex-snapshot
Effects of the Transverse Reinforcement on the Shear Behaviour of High Strength Concrete Beams
inferred← citeshttps://doi.org/10.12989/cac.2013.11.1.021openalex-snapshot
Shear behavior of reinforced HPC beams made of a low cement content without shear reinforcements
inferred← citeshttps://doi.org/10.12989/sem.2010.35.3.265openalex-snapshot
Investigation into shear properties of medium strength reinforced concrete beams
inferred← citeshttps://doi.org/10.12989/sem.2015.56.2.317openalex-snapshot
Minimum shear reinforcement ratio of prestressed concrete members for safe design
inferred← citeshttps://doi.org/10.14359/15089openalex-snapshot
Shear Strength of Reinforced Concrete Members Subjected to Monotonic Loads
inferred← citeshttps://doi.org/10.14359/16924openalex-snapshot
Fiber-Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams: Experimental Study and Analytical Modeling
inferred← citeshttps://doi.org/10.14359/51701132openalex-snapshot
Evaluation of Shear Reinforcement Design Limits in High-Strength Concrete Beams
inferred← citeshttps://doi.org/10.1515/eng-2015-0046openalex-snapshot
Damage Evaluation in Shear-Critical Reinforced Concrete Beam using Piezoelectric Transducers as Smart Aggregates
inferred← citeshttps://doi.org/10.1533/9780857099891.345openalex-snapshot
Experimental study of shear failure mechanism in concrete beams
inferred← citeshttps://doi.org/10.15623/ijret.2013.0213014openalex-snapshot
SHEAR BEHAVIOR OF REINFORCED CONCRETE SLENDER BEAMS USING HIGH-STRENGTH 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/10.15632/jtam-pl.53.2.371openalex-snapshot
THE INVESTIGATION OF THE STRENGTH REDUCTION FACTOR IN PREDICTING THE SHEAR STRENGTH
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/10.1680/bren.2011.164.4.195openalex-snapshot
Shear assessment of prestressed concrete bridges
inferred← citeshttps://doi.org/10.1680/jstbu.17.00115openalex-snapshot
Shear strength of steel-fibre-reinforced concrete beams with web reinforcement
inferred← citeshttps://doi.org/10.1680/macr.10.00020openalex-snapshot
Shear strength model for reinforced concrete beams with web reinforcement
inferred← citeshttps://doi.org/10.1680/macr.12.00142openalex-snapshot
Analysis of shear-transfer actions on one-way RC members based on measured cracking pattern and failure kinematics
inferred← citeshttps://doi.org/10.1680/macr.2006.58.10.713openalex-snapshot
Shear design of prestressed and reinforced concrete beams
inferred← citeshttps://doi.org/10.1680/stco.2007.8.2.57openalex-snapshot
Shear strength in the new Eurocode 2. A step forward?
inferred← citeshttps://doi.org/10.21012/fc9.161openalex-snapshot
Size Effect on Behavior of Critical Shear Crack in Reinforced Concrete Beam using Digital Image Correlation
inferred← citeshttps://doi.org/10.21608/iccae.2016.43416openalex-snapshot
Evaluation of Shear Strength of HSRC beams without web reinforcement
inferred← citeshttps://doi.org/10.21608/jesaun.2013.114865openalex-snapshot
SHEAR RESPONSE INVESTIGATION OF HSRC DEEP BEAMS WITHOUT WEB REINFORCEMENT PART I: COMPARISON OF DESIGN EQUATIONS
inferred← citeshttps://doi.org/10.2208/jscejmcs.67.245openalex-snapshot
EVALUATING AND PROPOSING PREDICTION MODELS OF SHEAR CRACK WIDTH IN CONCORETE BEAMS
inferred← citeshttps://doi.org/10.25439/rmt.27350922openalex-snapshot
Analysis of current methods of flexural design for high strength concrete beams
inferred← citeshttps://doi.org/10.28991/cej-2021-03091661openalex-snapshot
Shear Strength Models for Steel Fibre Reinforced Concrete Beams: Current Scenario
inferred← citeshttps://doi.org/10.31390/gradschool_theses.4250openalex-snapshot
Modeling of shear strengthening of reinforced concrete beams retrofitted with externally bonded fiber reinforced polymers
inferred← citeshttps://doi.org/10.3151/jact.6.443openalex-snapshot
Evaluation of Shear Crack Width in I-Shaped Prestressed Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.3151/jact.7.79openalex-snapshot
Experimental Investigation on Shear Cracking Behavior in Reinforced Concrete Beams with Shear Reinforcement
inferred← citeshttps://doi.org/10.31663/tqujes.10.1.354(2019)openalex-snapshot
Prediction of the Shear Strength of Concrete T-Beams Using Artificial Neural Networks Model
inferred← citeshttps://doi.org/10.3389/fbuil.2019.00042openalex-snapshot
Shear Design of High Strength Concrete Beams in MRFs
inferred← citeshttps://doi.org/10.3390/buildings12122053openalex-snapshot
Shear Behavior of Granulated Blast Furnace Slag-Based Geopolymer-Reinforced Concrete Beams
inferred← citeshttps://doi.org/10.3390/buildings13020469openalex-snapshot
Prediction of Failure Modes and Minimum Characteristic Value of Transverse Reinforcement of RC Beams Based on Interpretable Machine Learning
inferred← citeshttps://doi.org/10.3390/buildings14123946openalex-snapshot
Suitability of Mechanics-Based and Optimized Machine Learning-Based Models in the Shear Strength Prediction of Slender Beams Without Stirrups
inferred← citeshttps://doi.org/10.5377/nexo.v36i06.17449openalex-snapshot
Interaction of stirrups – steel fiber – carbon fiber in resisting of shear forces in high strength RC beams
inferred← citeshttps://doi.org/10.5402/2012/816107openalex-snapshot
Rehabilitation of Shear-Damaged Reinforced Concrete Beams Using Self-Compacting Concrete Jacketing
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/10.70675/4a9c7e40z0241z4736z886azb242694897c3openalex-snapshot
Etude Expérimentale et Numérique de l’effet d’échelle dans les structures en béton armé soumises au cisaillement
inferred← citeshttps://doi.org/10.7764/rdlc.16.1.43openalex-snapshot
Study of the behavior of reinforced concrete deep beams. Estimate of the ultimate shear capacity
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