On the public citation graph

Strain-Based Shear Strength Model for Slender Beams without Web Reinforcement

0 signed · 85 inferred · view as graph

Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.

Is this your work? Sign in with ORCID and put your name on the claims that are yours.
Claim with ORCID
Reference health. See whether every reference in this work resolves to a known work and none has been retracted — and get a dated CiteStamped badge you can embed.
See reference health

What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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/best.200900029openalex-snapshot
Querkrafttragfähigkeit von Fahrbahnplatten ohne Querkraftbewehrung
inferred← citeshttps://doi.org/10.1002/best.201400058openalex-snapshot
Schubverhalten von Biegebauteilen ohne Querkraftbewehrung
inferred← citeshttps://doi.org/10.1002/suco.201500135openalex-snapshot
Critical shear displacement theory: on the way to extending the scope of shear design and assessment for members without shear reinforcement
inferred← citeshttps://doi.org/10.1002/suco.201500165openalex-snapshot
Dual potential capacity model for reinforced concrete beams subjected to shear
inferred← citeshttps://doi.org/10.1002/suco.201600137openalex-snapshot
Experimental investigation of the role of aggregate interlock in the shear resistance of reinforced concrete beams
inferred← citeshttps://doi.org/10.1007/s10518-016-0060-zopenalex-snapshot
Nonlinear analysis of RC frames considering shear behaviour of members under varying axial load
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/s40069-016-0168-1openalex-snapshot
Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams
inferred← citeshttps://doi.org/10.1016/b978-0-12-821164-9.00010-3openalex-snapshot
Shear failure of RC members
inferred← citeshttps://doi.org/10.1016/j.compositesb.2013.10.005openalex-snapshot
Shear design of FRP reinforced concrete beams without transverse reinforcement
inferred← citeshttps://doi.org/10.1016/j.compstruct.2017.04.025openalex-snapshot
Shear strength of reinforced concrete beams strengthened in shear using externally-bonded FRP composites
inferred← citeshttps://doi.org/10.1016/j.engstruct.2010.12.032openalex-snapshot
Strain-based strength model for direct punching shear of interior slab–column connections
inferred← citeshttps://doi.org/10.1016/j.engstruct.2011.08.041openalex-snapshot
Shear-strength degradation model for RC columns subjected to cyclic loading
inferred← citeshttps://doi.org/10.1016/j.engstruct.2012.07.015openalex-snapshot
Analytical model for shear strength of ordinary and prestressed concrete beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2015.04.015openalex-snapshot
A new approach to shear design of slender reinforced concrete members without transverse reinforcement
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.12.004openalex-snapshot
A mechanical model for failures in shear of members without transverse reinforcement based on development of a critical shear crack
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.05.017openalex-snapshot
Effect of shear span-to-depth ratio on shear strength components of RC beams
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.07.103openalex-snapshot
Analytical prediction of seismic behavior of RC joints and columns under varying axial load
inferred← citeshttps://doi.org/10.1016/j.engstruct.2019.109359openalex-snapshot
Shear strength of RC beams with stirrups using an improved Eurocode 2 truss model with two variable-inclination compression struts
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110715openalex-snapshot
Modeling parameters for the nonlinear analysis of reinforced concrete beams under cyclic loading
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.2022.114724openalex-snapshot
Shear behaviour of beams strengthened using different Ni-Ti-Nb shape memory alloy wire configurations and design proposal based on the compression chord Capacity model (CCCM)
inferred← citeshttps://doi.org/10.1016/j.engstruct.2023.115912openalex-snapshot
Time-history analysis of aggregate interlock in reinforced concrete beams without stirrups
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.118385openalex-snapshot
Effects of carbonation modification on shear performance of recycled aggregate concrete beams: Test and mechanism analysis
inferred← citeshttps://doi.org/10.1016/j.hya.2014.11.001openalex-snapshot
Un modelo unificado de resistencia a flexión y cortante de vigas esbeltas de hormigón armado bajo cargas puntuales y repartidas
inferred← citeshttps://doi.org/10.1016/j.istruc.2021.12.018openalex-snapshot
Punching shear strength of RC column footings considering soil–footing friction
inferred← citeshttps://doi.org/10.1016/j.istruc.2022.07.059openalex-snapshot
Shear strength of reinforced concrete flexural members without web reinforcement in compliance with mechanical analysis
inferred← citeshttps://doi.org/10.1016/j.istruc.2023.05.095openalex-snapshot
Shear strength behavior of high-strength fly ash concrete beams with low-bond reinforcement
inferred← citeshttps://doi.org/10.1016/j.jobe.2021.102727openalex-snapshot
A regression model for predicting the shear strength of RC knee joint subjected to opening and closing moment
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/10.1061/(asce)cc.1943-5614.0000469openalex-snapshot
Shear Strength of FRP RC Beams and One-Way Slabs without Stirrups
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.0001404openalex-snapshot
Shear Strength of RC Beams with Steel Stirrups
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.0002939openalex-snapshot
Punching Shear Strength Model for Reinforced Concrete Flat Plate Slab–Column Connection without Shear Reinforcement
inferred← citeshttps://doi.org/10.1061/jccof2.cceng-5040openalex-snapshot
Shear Strength Model for Reinforced Concrete Beams with U-Wrapped FRCM Composites Based on the Critical Shear Crack Width Evolution
inferred← citeshttps://doi.org/10.1080/13287982.2015.1122502openalex-snapshot
Shear strength of RC beams without web reinforcement
inferred← citeshttps://doi.org/10.1080/14488353.2017.1370685openalex-snapshot
Shear strength of RC beams subjected to axial load
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/10.1155/2019/7904685openalex-snapshot
Prediction of Punching Capacity of Slab‐Column Connections without Transverse Reinforcement Based on a Backpropagation Neural Network
inferred← citeshttps://doi.org/10.1155/2022/7156691openalex-snapshot
Shear Strength Model for Reinforced Concrete Corner Joints Based on Soft Computing Techniques
inferred← citeshttps://doi.org/10.1177/1369433219895911openalex-snapshot
Shear crack concentration in reinforced concrete beams subjected to shear and flexure
inferred← citeshttps://doi.org/10.1177/1687814015584251openalex-snapshot
Consideration on punching shear strength of steel-fiber-reinforced concrete slabs
inferred← citeshttps://doi.org/10.1186/s40069-025-00794-0openalex-snapshot
Evaluation of the KDS 14 Draft Design Method for Predicting the Shear Strength of Prestressed Concrete Beams
inferred← citeshttps://doi.org/10.1186/s40069-025-00804-1openalex-snapshot
Evaluation of KDS 14 Draft Model for One-Way Shear Strength of Slender Concrete Members Reinforced with Fiber-Reinforced Polymer (FRP) Rebars
inferred← citeshttps://doi.org/10.1186/s40069-025-00805-0openalex-snapshot
Formulation of Shear Strength for Concrete Members Using SHAP and Iterated Local Search with Semantic Cluster Operator
inferred← citeshttps://doi.org/10.12989/cac.2012.10.1.059openalex-snapshot
Analysis of RC beam with unbonded or exposed tensile steel reinforcements and defective stirrup anchorages for shear strength
inferred← citeshttps://doi.org/10.14359/51663390openalex-snapshot
Pushover Analysis of Shear-Critical Frames: Verification and Application
inferred← citeshttps://doi.org/10.14359/51683209openalex-snapshot
Punching Shear in Post-Tensioned Flat Slabs with Stud Rail Shear Reinforcement
inferred← citeshttps://doi.org/10.14359/51684048openalex-snapshot
Shear Capacity Prediction of Reinforced Concrete Beams without Stirrups Using Fracture Mechanics Approach
inferred← citeshttps://doi.org/10.14359/51686533openalex-snapshot
Shear Strength Model for Slab-Column Connections Subjected to Unbalanced Moment
inferred← citeshttps://doi.org/10.14359/51689720openalex-snapshot
Effect of Coarse Aggregate Size on Shear Behavior of Beams without Shear Reinforcement
inferred← citeshttps://doi.org/10.14359/51689782openalex-snapshot
Effect of Steel Fibers on Minimum Shear Reinforcement of High-Strength Concrete Beams
inferred← citeshttps://doi.org/10.14359/51718012openalex-snapshot
Shear Strength of Members without Transverse Reinforcement Based on Development of Critical Shear Crack
inferred← citeshttps://doi.org/10.14359/51730531openalex-snapshot
Shear Strength of Prestressed Concrete Beams Considering Bond Mechanism in Reinforcement
inferred← citeshttps://doi.org/10.14359/51740457openalex-snapshot
Punching Shear Strength of Isolated Concrete Column Footings with Low Shear Span-Depth Ratios
inferred← citeshttps://doi.org/10.1590/s1679-78252014000100006openalex-snapshot
A novel approach for evaluating the concrete shear strength in reinforced concrete beams
inferred← citeshttps://doi.org/10.1680/jmacr.19.00391openalex-snapshot
Shear strength model for prestressed concrete beams with steel fibres failed in shear
inferred← citeshttps://doi.org/10.1680/jstbu.17.00135openalex-snapshot
Punching strength of concrete footings based on the compression zone failure mechanism
inferred← citeshttps://doi.org/10.1680/jstbu.17.00196openalex-snapshot
Shear design for prestressed concrete beams based on compression zone failure mechanism
inferred← citeshttps://doi.org/10.1680/macr.10.00020openalex-snapshot
Shear strength model for reinforced concrete beams with web reinforcement
inferred← citeshttps://doi.org/10.20868/upm.thesis.30567openalex-snapshot
Comportamiento a fatiga por cortante de elementos lineales de hormigón armado sin cercos
inferred← citeshttps://doi.org/10.2208/jscejmcs.69.192openalex-snapshot
SHEAR STRENGTH OF REINFORCED CONCRETE BEAMS WITH A LARGE AMOUNT OF SHEAR REINFORCEMENT
inferred← citeshttps://doi.org/10.32920/ryerson.14668647openalex-snapshot
Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars
inferred← citeshttps://doi.org/10.32920/ryerson.14668647.v1openalex-snapshot
Development of sustainable concrete bridge deck slab systems using corrosion-resistant GRFP bars
inferred← citeshttps://doi.org/10.3311/ppci.21433openalex-snapshot
Historical Shear Experiments of RC Beams in Hungary and their Effect on Change of Shear Design
inferred← citeshttps://doi.org/10.33586/hya.2023.3112openalex-snapshot
Shear Resistance of Members Without Shear Reinforcement in Presence of Axial Forces in the Next Eurocode 2
inferred← citeshttps://doi.org/10.33586/hya.2023.3116openalex-snapshot
Questions on Shear Behavior of Structural Concrete and Answers Provided by Mechanical Models. The Challenge of Performance-Based Shear Design
inferred← citeshttps://doi.org/10.3390/app11219888openalex-snapshot
Structural Behavior of Composite Floor System Using Cold-Formed Thin-Walled C Steel Channel Embedded Foam Concrete
inferred← citeshttps://doi.org/10.3390/buildings13010037openalex-snapshot
Shear Strength Models for Reinforced Concrete Slender Beams: Comparative Analysis and Parametric Evaluation
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/10.3390/ma14185400openalex-snapshot
Flexural Behavior of Ultra-High-Performance Fiber-Reinforced Concrete Beams after Exposure to High Temperatures
inferred← citeshttps://doi.org/10.3846/13923730.2012.671264openalex-snapshot
DIAGONAL TENSION FAILURE OF RC BEAMS WITHOUT STIRRUPS / SKERSINE ARMATŪRA NEARMUOTŲ GELŽBETONINIŲ SIJŲ TEMPIAMASIS SUIRIMAS ĮSTRIŽAJAME PJŪVYJE
inferred← citeshttps://doi.org/10.3989/ic.14.092openalex-snapshot
Evaluación de la carga de fallo por tracción diagonal en vigas de hormigón armado sin cercos a través del estudio del efecto de tamaño
inferred← citeshttps://doi.org/10.4018/978-1-6684-5643-9.ch005openalex-snapshot
A Predictive Regression Model for the Shear Strength of RC Knee Joint Subjected to Cyclic Load
inferred← citeshttps://doi.org/10.4334/jkci.2009.21.1.075openalex-snapshot
Strain-Based Shear Strength Model for Prestressed Beams
inferred← citeshttps://doi.org/10.4334/jkci.2010.22.3.345openalex-snapshot
Shear Strength Model for Interior Flat Plate-Column Connections
inferred← citeshttps://doi.org/10.4334/jkci.2010.22.4.585openalex-snapshot
Shear Strength Model for Slab-Column Connections
inferred← citeshttps://doi.org/10.4334/jkci.2011.23.2.159openalex-snapshot
Direct Punching Shear Strength Model for Interior Slab-Column Connections and Column Footings with Shear Reinforcement
inferred← citeshttps://doi.org/10.4334/jkci.2015.27.6.603openalex-snapshot
Evaluation on Shear Contribution of Steel Fiber Reinforced Concrete in Place of Minimum Shear Reinforcement
inferred← citeshttps://doi.org/10.5345/jkibc.2014.14.4.336openalex-snapshot
Experimental Study of Reinforced High-Strength Concrete Beams without Stirrups Considering Shear Behaviour
inferred← citeshttps://doi.org/10.5459/bnzsee.53.4.227-241openalex-snapshot
Lateral shear strength of rectangular RC columns subjected to combined P-V-M monotonic loading
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
inferred← citeshttps://doi.org/10.9798/kosham.2015.15.6.43openalex-snapshot
Evaluation of Shear Strength of Non-prestressed Reinforced Concrete Hollow-Core Slabs
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.