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 2022-08-01 to 2026-08-01.)
ArticleCitations
Effect of Low Reinforcement Ratio on Reinforced Concrete Wall with 700 MPa Reinforcing Bars8
Bond Behavior of Glass Fiber-Reinforced Polymer Bars Under Long Term Thermal Conditioning7
Normal- and High-Strength Continuously Wound Ties7
Corrosion Resistance of Unbonded Post-Tensioning Tendons with Construction Defects7
Performance of Open Double Stirrups as Punching-Shear Reinforcement6
Effective Moment of Inertia of Reinforced Concrete and Reinforced Steel Fiber-Reinforced Concrete One-Way Slabs5
Shear Strength of Concrete Block Masonry Using Direct Shear Test4
Stepped Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets and Ultra-High- Performance Concrete4
Effects of Axial Compression on Shear Strengths of Anchors4
Cyclic Loading Test for Precast Columns Using Slag-Based Concrete and Sleeve Splices4
Influence of Reinforcement Ratio on Seismic Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Torsion4
Strength and Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Box Girders without Web Reinforcement under Pure Torsion4
Post-Fire Assessment and Retrofitting of Concrete Buildings: Case Study4
Effect of Interfacial Shear on Seismic Performance of Precast Shear Walls4
Flexural Behavior and Serviceability Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars4
Cyclic Behavior of Reinforced Concrete Flexural Members to Changing Design Parameters4
Optimized Slant Shear Interface between Steel-Fiber Concretes4
Experimental Investigation of Dapped Ends with Diagonal Reinforcement4
Novel Small-Scale Accelerated Load Test for Assessing Dowel Performance4
Nominal Flexural Strength of Concrete Members Prestressed with Hybrid Tendons3
Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Precast Concrete Tunnel Segments3
Post-Cracking Stiffness Model of Solid and Hollow Glass Fiber-Reinforced Polymer-Reinforced Concrete Members under Torsion3
Nondestructive Testing of Bridge Decks: Case Study and Suggestions3
Energy Dissipation and Hysteresis Modeling of Reinforced Concrete Members and Connections3
Seismic Performance of Gravity-Load-Designed Beam-Column Joints with Strain-Hardened Cementitious Composite3
Efficient Seismic-Resistant Vertical Dry Connections in Precast Walls3
Effect of High Axial Load on Cyclic Response of Exterior Beam-Column Joints with High-Strength Reinforcement3
Experimental Fatigue Analysis of Stresses Caused by Superloads on Concrete Pavements3
Rehabilitation of Exterior Beam-Column Joint by Geopolymer Mortar under Quasi-Static Loading3
Experimental Investigation of Size Effect on Shear Strength of Reinforced Concrete Pile Caps3
Modeling of Concrete Printing Process with Frictional Interface3
Evaluation of Flexural Strength and Ductility of Hybrid Prestressed Concrete Members3
Torsion and Shear Flow of Hollow Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets3
Modified Analytical Model for Shear Capacity of Corroded Columns (Open Source)3
Flexural Fatigue Behavior of RC Beams Strengthened with FGREM Composites3
Performance of Mechanical Couplers of High-Strength Reinforcing Bars under Inelastic Strain Demands3
Thermal Performance of Concrete Slabs Reinforced with Glass Fiber-Reinforced Polymer Bars3
Flexural Behavior of Carbon Fiber-Reinforced Polymer Partially Bonded Reinforced Concrete Beams with Different Anchorage Methods3
Studies on Base Restrained Walls and Tanks Subjected to Shrinkage2
Compression Bond Lengths: Study of Test Data and Design Equations2
Early-Age Cracking Resistance of Reinforced High-Strength Concrete2
Shear Stiffness of Earthquake-Resistant Concrete Squat Walls Reinforced with Glass Fiber-Reinforced Polymer Bars2
Seismic Tests and Strength Models of Diaphragm-to-Wall Connections with Collector Reinforcement and Construction Joint2
Near-Surface Mounting-Strengthened Reinforced Concrete Beams Incorporating Glass Fiber-Reinforced Polymer Channels2
Pullout Behavior and Acoustic Emission Analysis of Large-Size Reinforcing Bars (D43 and D57) in Concrete2
Cyclic Lateral Load Test for Shear Wall with Coupling Slab2
Surface-Dependent Interfacial Characteristics of Glass Fiber-Reinforced Polymer Bars in Concrete2
Shear Strength Database for Nonprestressed High- Strength High-Performance Fiber-Reinforced Cementitious Composites and Ultra-High-Performance Concrete Beams without Stirrups2
Practical Evaluation of Tensile Properties of Tension-Hardening Ultra-High-Performance Concrete from Flexural Tests2
Interface Shear Capacity and Flexural Performance of Hybrid Beams2
Compression Tests of Very Large Reinforced Concrete Pile Caps and Comparison with Predicted Strength2
Shear Strength of Post-Tensioned Slab-Column Connections: Reevaluation of ACI 318-19 Code2
Behavior of Hollow Glass Fiber-Reinforced Polymer- Reinforced Concrete Columns under Axial Load: Experimental and Theoretical Investigation2
Deflection Control Methodologies for Curvilinear Concrete Members Reinforced with Glass Fiber-Reinforced Polymer Bars2
Stiffness Reduction Factor for Slender Concrete Column Reinforced with Fiber-Reinforced Polymer Bars2
Numerical Analysis of Prestressed Concrete Bridge Girders Failing in Shear2
Outrigger Action in Tall Core-Wall Buildings with Flat-Plate Framing2
Quasi-Static Cyclic Flexural Loading Behavior of Precast Reinforced Concrete Tunnel Segments with Glass Fiber- Reinforced Polymer Bars2
New Equations to Estimate Reinforced Concrete Wall Shear Strength Derived from Machine Learning and Statistical Methods2
Shear Capacity of GFRP-Reinforced UHPC Beams without Stirrups2
Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns per ACI CODE-440.11-222
Punching Shear Design Methods for Reinforced Concrete Slab-Wall Connections2
Model for Shear Stress of Steel Fiber-Reinforced Concrete Beams with Stirrups2
Interface Shear between Ordinary Concrete and Ultra-High-Performance Concrete with Glass Fiber-Reinforced Polymer Reinforcing Bars2
Pitting Corrosion in Prestressed Piles2
Design Methodology for Unbonded Post-Tensioned Rocking Walls2
Progressive Collapse Response of Reinforced Concrete Assembly with Realistic Boundary Conditions2
Prestress Losses in Aged Hollow-Core Slabs and Their Long-Term Performance after Strengthening2
Seismic Design of Intermediate Precast Group-Coupled Shear Walls2
Creep-Fatigue Interaction for Carbon Fiber-Reinforced Polymer-Prestressed Concrete Bridge Girders2
Strength and Serviceability of Shear-Critical Post-Tensioned Girders (Open Source)2
Shear Strength of Precast Concrete Sleepers Prestressed with Basalt Fiber-Reinforced Polymer Rods Using Normal and Fiber-Reinforced Self-Consolidating Concrete2
Buckling and Fracture of Grade 60 Steel Reinforcement in Circular Columns2
Cover Spalling in Reinforced Concrete Beams Subjected to Pure Torsion2
Approach for Production of Textile-Reinforced Beams and Slabs Using Three-Dimensional Concrete Printing2
Behavior and Strength of Cast-In-Place over Precast, Prestressed Panel Slabs with High-Strength Reinforcing Bars1
Cyclic Behavior of Columns with Proposed Arrangement of Longitudinal Reinforcement1
Implications of ACI CODE-440.11 Code Provisions on Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Footings1
Alternative Methods for Failure Prediction in Twin-Cell Box-Girder Bridges1
Flexural Performance of Glass Fiber-Reinforced Polymer and Highly Ductile Stainless-Steel Bar Hybrid-Reinforced Concrete Beams1
Bond-Slip Relationships in High-Performance Concrete with Plain Steel Bars1
Flexural Performance of Basalt Fiber-Reinforced Polymer Prestressed Concrete Beams1
Dual-Potential Capacity Model for Fiber-Reinforced Polymer-Reinforced Concrete Members Failed in Shear1
Load-Carrying Capacity of Degraded Dapped-End Beams in Reinforced Concrete Bridges1
Effects of Geometric Parameters on Structural Performance of Drilled Shaft Footings1
Exploratory Study of Using Hybrid Glass Fiber-Reinforced Polymer-Steel Bars in Reinforced Concrete Columns to Improve Seismic Performance1
Performance-Based Seismic Design Framework for Post-Installed Anchors1
Experimental Study on Shear Resistance of Three-Dimensional Assembled Retaining Walls1
Evaluation of Shear-Friction Behavior of Cylindrical Pocket Connections1
Ultimate Shear Strength Prediction for Slender Reinforced Concrete Beams without Transverse Reinforcement Using Machine Learning Approach1
A Framework to Set Performance Requirements for Structural Component Models: Application to Reinforced Concrete Wall Shear Strength1
Progressive Collapse Behavior of Reinforced Concrete Frame Buildings Designed for Non-Seismic Zones1
Update to Shear Strength Provisions for Concrete Columns in ACI CODE-369.1-221
Reinforced Concrete Coupling Beams with High-Strength Steel Bars1
Seismic Behavior of External Socket Connections for Reinforced Concrete Columns1
Three-Dimensional-Printed Engineered, Strain-Hardening Geopolymer Composite as Permanent Formwork for Construction of Reinforced Concrete Beam1
Effect of Long-term Thermal Conditioning on GFRP-RC Beams1
Structural Behavior of Low-Carbon and Functionally Graded Concrete One-Way Slab Strips1
Ultimate Flexure Strength Evaluation of Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer1
Behavior of Reinforced Concrete Beams with Large-Diameter High-Strength Tension-Spliced Bars1
Stochastic Finite Element Approach to Assess Reliability of Fiber-Reinforced Polymer-Strengthened Concrete Beams1
Effect of Transverse Reinforcement on Shear Response of Fiber-Reinforced Polymer Post-Tensioned Concrete Beams1
Shear and Flexure-Shear Strengths of Autoclaved Aerated Concrete Confined Masonry Walls1
Experimental Behavior of Concrete Columns Reinforced with Thermomechanically Treated and Cold-Twisted Ribbed Steel Bars1
Seismic Performance of Precast Concrete Full-Scale Wide Beam-Column Connections with Emulative Detailing1
Shear Friction Performance of Glass Fiber-Reinforced Polymer Headed-End Bars in Different Concrete Interfaces1
Seismic Performance of Diagonally Reinforced Concrete Coupling Beams with Penetrations1
Seismic-Fire-Combined Loadings Applied to Carbon Fiber-Reinforced Polymer-Confined Reinforced Concrete Columns1
Shear Capacity of Cold Joints with Conventional and High-Strength Reinforcement1
Use of Welded Wire Reinforcement as Lateral Reinforcement in Concrete Beams: Part 2—Flexure1
Lateral Response of Repaired Conventional and Hybrid Reinforced Concrete Bridge Piers1
Splice Strengths of Widely Spaced Noncontact Splices1
Cyclic Behavior of Beams with Double-Perimeter and Continuous-Stirrup Hoops1
Behavior of Basalt Fiber-Reinforced Polymer Bars after Exposure to High Temperatures1
Structural Assessment of Cracked Concrete Members by Digital Image Random Nonlinear Finite Element1
Behavior of Earthquake-Resistant Rectangular Walls with Mechanically Spliced Grade 100 Steel Bars1
Side-Face Blowout Failure of Headed Bars in High-Strength Concrete1
Flexural Behavior of Reinforced Ultra-High-Performance Concrete Beams: Key Parameters and Design Considerations1
Response of Reinforced Concrete Shell Elements Subjected to In-Plane and Out-of-Plane Shear1
Impact of Confinement on Bar Anchorage in Relocated Plastic Hinges1
Two-Way Shear in Nonprestressed Slabs: Flexural Reinforcement Ratio Effects1
Time-Dependent Bond of Concrete and Near-Surface- Mounted Carbon Fiber-Reinforced Polymer with Inorganic Resins1
Confinement Effect in Reinforced Concrete Shear Wall with Enlarged Boundary Elements1
Developed Approach for Shear Modeling of Embedded Through-Section Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams1
Use of Unstressed Seven-Wire Strands as Longitudinal Reinforcement of Concrete Beams1
Failure Analysis of Reinforcing Semi-Grouted Sleeve Node Connection1
Hysteresis Behavior of Glass Fiber-Reinforced Polymer- Reinforced Precast Concrete Tunnel Segments under Cyclic Load1
Torque Capacity of U- and H-Shaped Reinforced Concrete Walls Using Warping-Equivalent Bending Moment1
Aggregate Size on Punching Shear Behavior of Interior Slab-Column Connections1
Experimental Behavior of Reinforced Concrete Frames Filled with Reinforced Concrete Shear Walls1
Modeling of Building Diaphragms for Nonlinear Response- History Analysis1
Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Piles Exposed to Laboratory-Simulated Marine Environments1
Behavior of Anchor Bolts in Concrete Masonry with Lightweight Grout1
Effectiveness of Carbon Fiber-Reinforced Polymer Sheets for Torsional Strengthening of Reinforced Concrete Beams1
Glass Fiber-Reinforced Polymer Bars under Sustained Load and Alkaline Conditions1
Assessment of Deflection Prediction Models for Cracked Prestressed Concrete Beams1
Sliding Shear Strength of Reinforced Concrete Squat Walls1
Effect of Prestressing on Shear Strengths of Cylindrical and Planar Walls with Low Aspect Ratio1
Machine Learning for Shear Strength of Reinforced-Concrete Beams1
Reinforced Concrete Coupling Beams with Different Layouts under Seismic and Wind Loads1
Low-Rise Reinforced-Concrete Walls with Lap Splices: Cyclic Behavior and Implications on Seismic Design and Assessment1
Shear-Friction Strength of Reinforced Concrete Walls with 700 MPa Reinforcing Bars1
Effects of Reinforcement Details on Behavior of Drilled Shaft Footings1
Friction Losses in Full-Scale Post-Tensioned Girders: Experimental Study1
Effective Moment of Inertia of Reinforced Concrete Piles1
Experimental Study on Concrete Pile-to-Cap Connection Behavior1
Understanding Shear-Resistance Mechanisms in Concrete Beams Monitored with Distributed Sensors1
Shear Strength of GFRP-Reinforced Concrete Squat Walls: A Strut-and-Tie Model1
Behavior and Design of Industrial Concrete Floors, Slabs-on-Ground, and Pavements—A New Perspective1
Durability Enhancement of Basalt Fiber-Reinforced Polymer-Seawater Sea-Sand Concrete Beam by Alkalinity Regulation1
Flexural Behavior of Innovative Precast Concrete Bleacher-Seat Units Reinforced with Glass Fiber-Reinforced Polymer Bars1
Evaluating Behavior of Shear-Critical Glass Fiber- Reinforced Polymer-Reinforced Concrete Beams1
Vertical Punching Capacity of Reinforced Concrete Flat Plates without Shear Reinforcement1
Cyclic Loading Test for Interior Precast Beam-Column Joints Using Slag-Based Concrete1
Performance and Design of Carbonated Recycled Aggregate Concrete Shear Wall Based on Multi-Scale Tests and Simulations1
Flexural Behavior of Preloaded Reinforced Concrete Beams Strengthened with Prestressed Carbon Textile-Reinforced Concrete Plates1
Shear Strength of Steel Fiber-Reinforced Concrete Beams and One-Way Slabs1
Drift Capacity of Reinforced Concrete Columns1
Thermal Prestress Losses in Normal- and High-Early-Strength Concrete1
Shear Resistance of Concrete Beams under Decade of Sustained Loading1
Effect of Compressive Glass Fiber-Reinforced Polymer Bars on Flexural Performance of Reinforced Concrete Beams1
Effectiveness of Various Types of Macro-Modeling Methods for Reinforced Concrete Shear Walls1
Shear Critical Deep Beams with Embedded Functionally Graded Concrete Struts1
Axial Load Effects on Nuclear Reinforced Concrete Shear Walls with High-Strength Reinforcing Bars under Ground Motion Sequences: Hybrid Simulation Testing and Modeling Assessment1
Effect of Cast-in-Place Concrete and Stirrups on Shear Capacity of Precast Composite Hollow-Core Slabs1
Pullout Analysis of Composite Loops Embedded in Steel- Reinforced Concrete Retaining Wall Panels1
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