ACI Structural Journal

Papers
(The TQCC of ACI Structural Journal is 1. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-11-01 to 2024-11-01.)
ArticleCitations
Reinforcing Struts and Ties in Concrete Corbels8
New Damage Ratio Strength Criterion for Concrete and Lightweight Aggregate Concrete7
Performance of Concrete Coupling Beams Subjected to Simulated Wind Loading Protocols—Phase II6
Interface Shear of Ultra-High-Performance Concrete5
Force-Displacement Model for Shear-Critical Reinforced Concrete Columns5
Cracking and Crushing in Prestressed Concrete Beams4
Behavior of Concrete Bridge-Deck Slabs Reinforced with Basalt Fiber-Reinforced Polymer and Steel Bars4
Interface Shear Strength between Ultra-High-Performance Concrete and Normal-Strength Concrete4
Machine Learning Assessment of Fiber-Reinforced Polymer-Strengthened and Reinforced Concrete Members4
Comparison of Post-Tensioned Slabs with Banded-Uniform and Banded-Banded Tendon Arrangements3
Modeling Corrosion-Damaged Reinforced Concrete Members3
Effects of Different Groove Classes Used in Externally Bonded Reinforcement on Grooves Joints on Carbon Fiber-Reinforced Polymer-to-Concrete Bond Behavior3
Seismic Performance of Precast Hollow-Core Floors: Part 1—Experimental Data3
Direct Tension Tests of Concrete Reinforced with Hooked Steel Fibers3
Seismic Performance of Precast Hollow-Core Floors: Part 2—Assessment of Existing Buildings3
Design Approach for Flexural Strength of Reinforced Ultra- High-Performance Concrete Members Considering Size Effect3
Impact Behavior of Unbonded Post-Tensioned Concrete Beams3
Design of Steel Fiber-Reinforced High-Strength Concrete- Encased Steel Short Columns and Beams3
Axial Behavior of Columns Confined with Engineered Cementitious Composite3
Modeling the Effect of Prestressing on Ultimate Shear Behavior of Deep-to-Slender Concrete Beams3
Shear Behavior of Concrete Walls Retrofitted with Ultra-High-Performance Fiber-Reinforced Concrete Jackets3
Shear Strength of Sand-Lightweight Concrete Deep Beams with Steel Fibers3
Localization and Confinement Efficiency in Carbon Fiber- Reinforced Plastic-Confined Materials3
Proposed Flexural Stiffness of Slender Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars3
Design Provisions for Flexural Strength of Hybrid Reinforced Concrete Beams with Fiber-Reinforced Polymer and Steel Bars3
Numerical and Experimental Study of Postfire Behavior of Concentrically Loaded SIFCON Columns3
Cyclic Flexural Performance of Fire-Damaged Reinforced Concrete Beams Strengthened with Carbon Fiber- Reinforced Polymer Plates3
Diagonally Reinforced Concrete Coupling Beams with Grade 120 (830) High-Strength Steel Bars3
Flexural Behavior of Stainless Steel Prestressed Concrete Bridge Girders2
Compressive Behavior of Thin Rectangular Boundary Elements2
Empirical Equations for Shear Strength of Conventional Reinforced Concrete Shear Walls2
Carbon Fiber-Reinforced Polymer Spike Anchor Design Recommendations2
Flexural Behavior of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Prestressing ScrewThreaded Steel Bars Using Digital Image Correlation Method2
Long-Term Mechanical Properties of Geopolymer Aggregate Concrete2
Seismic Performance of Precast Hollow-Core Floors: Part 1—Experimental Data2
Rational Use of High-Strength Concrete in Flat Slab- Column Connections under Seismic Loading2
Understanding Reinforcement Behavior Using Distributed Measurements of Shear Tests2
A Shear Hinge Model for Analysis of Reinforced Concrete Beams2
Stochastic Finite Element Analysis of Shear-Critical Concrete Structures2
Post-Earthquake Fire Resistance and Residual Seismic Capacity of Reinforced Concrete Columns2
Quantifying Material Uncertainty in Seismic Evaluations of Reinforced Concrete Bridge Column Structures2
Experimental Study to Predict Bond-Slip Behavior of Corroded Reinforced Concrete Columns2
Flexural Strengthening with Fiber-/Textile-Reinforced Concrete2
Slenderness Limit for Glass Fiber-Reinforced Polymer Reinforced Concrete Columns: Reliability-Based Approach2
Interface Shear Strength under Monotonic and Cyclic Loading2
Tri-Directional Loading Tests on Reinforced Concrete Shear Walls2
Punching Resistance of Flat Slabs with Openings Adjacent to the Columns2
Cyclic Behavior of Ultra-High-Performance Concrete Shear Walls with Different Axial-Load Ratios2
Behavior of Glass Fiber-Reinforced Polymer Bar Coupons under Sustained Load and High Temperatures2
Strut-and-Tie Model without Discontinuity for Reinforced Concrete Deep Beams2
Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars without Stirrups under Shear2
Dynamic Punching Assessment of Edge Columns after Sudden Corner Column Removal2
Effect of Axial Restraint and Loading History on the Behavior of Short Reinforced Concrete Coupling Beams2
Improving Distributed Fiber-Optic Sensor Measures by Digital Image Correlation: Two-Stage Structural Health Monitoring2
Nonlinear Shear Analysis of Corroded Reinforced Concrete Beams Considering Bond Mechanism2
Predicting Strength Capacity of Three-Dimensional Concrete Struts in Pile Caps2
Explainable Machine Learning Model for Predicting Drift Capacity of Reinforced Concrete Walls2
Strength and Deformation of Reinforced Concrete Squat Walls with High-Strength Materials2
Cyclic Behavior of Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Shear Walls with Square Openings2
Seismic Behavior of Precast and Post-Tensioned Exterior Connections with Ductile Headed Rods2
Shear Deformation and Force Transfer of Exterior Beam- Column Joints1
Bond and Anchorage Behavior of Alkali-Silica Reactive Concrete1
Deformability of Reinforced Concrete Beam-Column Joints Considering Strain Penetration Effect1
Experimental Study on Column Reinforcing Bar Anchorage in Drilled Shaft Footings1
Empirical Model for Temperature-Dependent Tensile Strength of Glass Fiber-Reinforced Polymer Bars1
Seismic Performance and Multi-Scale Model of Damage Evolution for Reinforced Concrete Frame Structures1
Flexural Behavior and Serviceability Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars1
Seismic Resistance of Strengthened Reinforced Concrete Walls by Thick Jacketing1
Deflection Calculation for Reinforced Ultra-High- Performance Concrete Beams Based on Effective Moment of Inertia1
Crack-Spacing-Based Flexural Capacity of Polymer Cement Mortar-Overlay Reinforced Concrete Beams at High Environmental Temperature1
Effect of Slenderness Ratio on Glass Fiber-Reinforced Polymer-Reinforced High-Strength Concrete Columns1
Nonlinear Modeling Parameters of Reinforced Concrete Coupling Beams1
Understanding Shear-Resistance Mechanisms in Concrete Beams Monitored with Distributed Sensors1
Cyclic Behavior of High-Strength Fiber-Reinforced Concrete Columns under High Axial Loading Level1
Experimental Investigation of Concrete Fatigue in Axial Compression1
Flexural Performance of Basalt Fiber-Reinforced Polymer Prestressed Concrete Beams1
Struts and Ties Realization in Reinforced Concrete Ring Deep Beams1
Effect of Noncontact Lap Splices in Reinforced Concrete Beams1
Transition between Shear and Punching in Reinforced Concrete Slabs: Review and Predictions with ACI Code Expressions1
Shear Hinge Model for Analysis of Reinforced Concrete Columns1
Role of Reinforcement in Concrete Ring Deep Beams1
Strength Reduction Factor for Circular Reinforced Concrete Columns1
Efficiency of Strut-and-Tie Model for Design of Reinforced Concrete Deep Beams without Web Reinforcement1
Influence of Biaxial Lateral Loading on Seismic Response of Reinforced Concrete Columns1
Use of Unstressed Seven-Wire Strands as Longitudinal Reinforcement of Concrete Beams1
Textile Reinforced Concrete Sandwich Panels: A Review1
Effects of Axial Load on Seismic Behavior of Glass Fiber- Reinforced Polymer-Reinforced Concrete Columns: A Numerical Study1
Strengthening of Reinforced Concrete Columns with Combined Ultra-High-Performance Fiber-Reinforced Concrete and Glass Fiber-Reinforced Polymer Jacketing1
Structural Behavior of Low-Carbon and Functionally Graded Concrete One-Way Slab Strips1
Use of Welded Wire Reinforcement as Lateral Reinforcement in Concrete Beams: Part 1—Shear1
Effect of Compressive Glass Fiber-Reinforced Polymer Bars on Flexural Performance of Reinforced Concrete Beams1
Effect of Beam Depth on Anchorage Strength of Hooked and Headed Bars1
Shear Strength of Prestressed Concrete Beams Considering Bond Mechanism in Reinforcements1
Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Edge Column-Slab Connections: Experimental and Analytical Investigations1
Performance of Innovative Precast Concrete Sleepers Prestressed with Glass Fiber-Reinforced Polymer Reinforcing Bars1
Bond Strength Model of Strand in Corrosion-Induced Cracking Concrete1
Ultimate Flexural Strength and Plastic Deformation Performance of Reinforced Concrete Section in Hybrid Beams1
Effect of Cast-in-Place Beams on Seismic Performance of Precast Shear Walls1
Assessment of Shear Capacity of Fiber-Reinforced Polymer Deep Beams Using Different Methods1
Seismic Performance of Varying Aspect Ratio Full-Scale Concrete Walls1
Review of Seismic Response and Strength Requirements of Reinforced Concrete Squat Walls1
Evaluation of Deflection Calculation for Hybrid-Reinforced Concrete with Fiber-Reinforced Polymer and Steel Bars1
Shear Capacity of Glass Fiber-Reinforced Polymer- Reinforced Concrete Continuous Deep Beams without Web Reinforcement1
Rational Approach for Computing Long-Term Deflection of Reinforced Concrete1
Cyclic Nonlinear Modeling Parameters for Unconfined Beam-Column Joints1
Tensile Response of Reinforced Ultra-High-Performance Fiber-Reinforced Cementitious Composites: Modeling and Design Recommendations1
Novel Truss Analogy Model to Predict Full Response of Reinforced Concrete Deep Beams1
Strut-and-Tie Models Using Multi-Material and Multi- Volume Topology Optimization: Load Path Approach1
Seismic Behavior of Reinforced Concrete Short Columns Subjected to Varying Axial Load1
Flexural Strengthening of Reinforced Concrete Beams Using Externally Bonded Polyurethane Carbon Fiber- Reinforced Polymer Composite Systems1
Seismically Robust Ultra-High-Performance Fiber- Reinforced Concrete Columns1
Machine Learning Models for Predicting Bond Strength of Deformed Bars in Concrete1
Strength of Carbon Fiber-Reinforced Polymer (CFRP) Sheets Bonded to Concrete with CFRP Spike Anchors1
Size Effect on Strength of Reinforced Concrete Cylinders Confined by Carbon Fiber-Reinforced Polymer and Transverse Stirrup Reinforcement1
Precast Concrete Bridge Column-Footing Connections with Recessed Grouted Splice Sleeve Connectors1
Universal Plastic Hinge Length for Reinforced Concrete Walls1
Mitigating Bond Deterioration under Cyclic Loading and Water Exposure1
A Framework to Set Performance Requirements for Structural Component Models: Application to Reinforced Concrete Wall Shear Strength1
Effect of Axial Load and Web Reinforcement Ratio on Seismic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Squat Walls1
Concrete Edge Failure of Anchor Groups Placed Parallel to an Edge1
Evaluation of Effective Moment of Inertia for Calculation of Short-Term Deflections of Steel Fiber-Reinforced Concrete Flexural Members1
Bond Performance between Normal-Strength Concrete and Sand-Lightweight Concrete1
Effect of Fiber-Reinforced Polymer-Compression Reinforcement in Columns Subjected to Concentric and Eccentric Loading1
Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments1
Seismic Performance Evaluation of Precast Prestressed Concrete Frames Containing Recycled Aggregates1
Effects of Concrete Tail Cover and Tail Kickout on Anchorage Strength of 90-Degree Hooks1
Behavior of Reinforced Concrete Columns with Hybrid Reinforcement (Steel/Glass Fiber-Reinforced Polymer) under Reversed Cyclic Load1
Fatigue Performance of Recycled Aggregate Concrete Beams with Corroded Steel Reinforcement1
Shear Strength of Reinforced Concrete Columns with External Post-Tensioned Clamps1
Experimental Study on Hysteretic Behavior of Concrete- Filled Square Carbon Fiber-Reinforced Polymer Steel Tubular Beam-Column1
In-Plane Seismic Response of Autoclaved Aerated Concrete Block Masonry-Infilled Reinforced Concrete Frame Building1
Modeling Reinforced Interfaces—Cold Joints Subjected to Cyclic Shear1
Modeling of Ultra-High-Performance Fiber-Reinforced Concrete in Shear1
Loading Rate Effect on Reinforced Concrete Walls with Low Aspect Ratios under High-Frequency Earthquake1
Web-Shear Capacity of Prestressed Composite Inverted Multi-Tee Slabs1
Experimental Verification of ACI 318 Strut-and-Tie Method for Design of Deep Beams without Web Reinforcement1
Performance of Glass Fiber-Reinforced Polymer Bent Bars1
Effective Moment of Inertia and Slenderness Limits of Reinforced Concrete and Fiber-Reinforced Concrete Slabs1
Load-Spread Spectrum in Strut-and-Tie Modeling of Structural Concrete1
Shear Strength of Reinforced Concrete Wall with 700 MPa Shear Reinforcement1
A Multi-Gene Genetic Programming Model for Predicting Shear Strength of Steel Fiber Concrete Beams1
Effect of Low Reinforcement Ratio on Reinforced Concrete Wall with 700 MPa Reinforcing Bars1
Behavior of Flange Connectors of Precast Prestressed Double Tees1
Vehicle Collision with Reinforced Concrete Columns Wrapped with Fiber-Reinforced Polymer Composites1
Strain Nonlinearity and Shear Lag Effect in Compressive Flange of Reinforced Concrete Structural Walls1
Shear and Serviceability Reliability of Recycled Aggregate Concrete Beams1
Machine Learning for Shear Strength of Reinforced-Concrete Beams1
Anchor Performance in Cyclically Loaded Shear Walls1
Ductility and Performance Assessment of Glass FiberReinforced Polymer-Reinforced Concrete Deep Beams Incorporating Cementitious Composites Reinforced with Basalt Fiber Pellets1
European Seismic Performance Categories C1 and C2 for Post-Installed Anchors1
Residual Seismic Capacity of Reinforced Concrete Walls with Unconfined Boundaries1
A New Reinforcing Configuration for Achieving High-Ductility and High-Strength Rectangular Squat Structural Walls1
0.19351100921631