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 2021-11-01 to 2025-11-01.)
ArticleCitations
Corrosion Resistance of Unbonded Post-Tensioning Tendons with Construction Defects13
Performance of Open Double Stirrups as Punching-Shear Reinforcement7
Effective Moment of Inertia of Reinforced Concrete and Reinforced Steel Fiber-Reinforced Concrete One-Way Slabs7
Effect of Low Reinforcement Ratio on Reinforced Concrete Wall with 700 MPa Reinforcing Bars6
Influence of Reinforcement Ratio on Seismic Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Torsion6
Shear Strength of Concrete Block Masonry Using Direct Shear Test6
Cyclic Behavior of Reinforced Concrete Flexural Members to Changing Design Parameters6
Modeling of Alkali-Silica Reaction-Affected Shear-Critical Reinforced Concrete Structures5
Complexity Modeling of Corrosion in Carbon Fiber- Reinforced Polymer-Retrofitted Concrete Bridge5
Strength and Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Box Girders without Web Reinforcement under Pure Torsion5
Normal- and High-Strength Continuously Wound Ties5
Assessment of Shear Capacity of Fiber-Reinforced Polymer Deep Beams Using Different Methods4
Performance of Mechanical Couplers of High-Strength Reinforcing Bars under Inelastic Strain Demands4
Modified Analytical Model for Shear Capacity of Corroded Columns (Open Source)4
Bond Behavior of Glass Fiber-Reinforced Polymer Bars Under Long Term Thermal Conditioning4
Cyclic Loading Test for Precast Columns Using Slag-Based Concrete and Sleeve Splices4
Post-Cracking Stiffness Model of Solid and Hollow Glass Fiber-Reinforced Polymer-Reinforced Concrete Members under Torsion4
Analysis of Shear Capacity of Prestressed Concrete Bridge Girders4
Sparse Grid Modeling of Carbon Fiber-Reinforced Polymer-Strengthened Pilotis under Biaxial Load4
Experimental Investigation of Dapped Ends with Diagonal Reinforcement4
Experimental Fatigue Analysis of Stresses Caused by Superloads on Concrete Pavements3
Effect of Aspect Ratio on Seismic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns3
Flexural Fatigue Behavior of RC Beams Strengthened with FGREM Composites3
Flexural Behavior and Serviceability Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars3
Longitudinal Reinforcement Ratios for Lightweight Concrete Beams3
Nondestructive Testing of Bridge Decks: Case Study and Suggestions3
Post-Fire Assessment and Retrofitting of Concrete Buildings: Case Study3
Biaxial Behavior of Square Glass Fiber-Reinforced Polymer Bar-Reinforced Concrete Columns3
Stepped Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets and Ultra-High- Performance Concrete3
Effect of Interfacial Shear on Seismic Performance of Precast Shear Walls3
Efficient Seismic-Resistant Vertical Dry Connections in Precast Walls3
Maximum Shear Strength of Reinforced Concrete Beams3
Experimental Investigation of Reinforced Concrete Deep Beams with Wide Loading Elements3
Rehabilitation of Exterior Beam-Column Joint by Geopolymer Mortar under Quasi-Static Loading3
Effects of Concrete Tail Cover and Tail Kickout on Anchorage Strength of 90-Degree Hooks3
Seismic Performance of Gravity-Load-Designed Beam-Column Joints with Strain-Hardened Cementitious Composite3
Compression Bond Lengths: Study of Test Data and Design Equations2
Thermal Performance of Concrete Slabs Reinforced with Glass Fiber-Reinforced Polymer Bars2
Effects of Different Groove Classes Used in Externally Bonded Reinforcement on Grooves Joints on Carbon Fiber-Reinforced Polymer-to-Concrete Bond Behavior2
Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Precast Concrete Tunnel Segments2
Near-Surface Mounting-Strengthened Reinforced Concrete Beams Incorporating Glass Fiber-Reinforced Polymer Channels2
Cyclic Lateral Load Test for Shear Wall with Coupling Slab2
Behavior of Perimeter Beams with Integrity Reinforcement Details of Low Seismic Regions2
Design Methodology for Unbonded Post-Tensioned Rocking Walls2
In-Plane Seismic Response of Autoclaved Aerated Concrete Block Masonry-Infilled Reinforced Concrete Frame Building2
Progressive Collapse Response of Reinforced Concrete Assembly with Realistic Boundary Conditions2
Confinement Effect on Axial Behavior of Lightweight Aggregate Concrete Columns2
Deflection Control Methodologies for Curvilinear Concrete Members Reinforced with Glass Fiber-Reinforced Polymer Bars2
Behavior of Hollow Glass Fiber-Reinforced Polymer- Reinforced Concrete Columns under Axial Load: Experimental and Theoretical Investigation2
Approach for Production of Textile-Reinforced Beams and Slabs Using Three-Dimensional Concrete Printing2
Numerical Analysis of Prestressed Concrete Bridge Girders Failing in Shear2
Torsion and Shear Flow of Hollow Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets2
Pitting Corrosion in Prestressed Piles2
Efficiency of Strut-and-Tie Model for Design of Reinforced Concrete Deep Beams without Web Reinforcement2
Behavior of Flange Connectors of Precast Prestressed Double Tees2
Experimental Investigation of Size Effect on Shear Strength of Reinforced Concrete Pile Caps2
Effect of High Axial Load on Cyclic Response of Exterior Beam-Column Joints with High-Strength Reinforcement2
Compression Tests of Very Large Reinforced Concrete Pile Caps and Comparison with Predicted Strength2
Novel Truss Analogy Model to Predict Full Response of Reinforced Concrete Deep Beams2
Early-Age Cracking Resistance of Reinforced High-Strength Concrete2
Shear Capacity of GFRP-Reinforced UHPC Beams without Stirrups2
Quasi-Static Cyclic Flexural Loading Behavior of Precast Reinforced Concrete Tunnel Segments with Glass Fiber- Reinforced Polymer Bars2
Cover Spalling in Reinforced Concrete Beams Subjected to Pure Torsion2
Vertical Punching Capacity of Reinforced Concrete Flat Plates without Shear Reinforcement2
Creep-Fatigue Interaction for Carbon Fiber-Reinforced Polymer-Prestressed Concrete Bridge Girders2
Interface Shear Capacity and Flexural Performance of Hybrid Beams2
Strength and Serviceability of Shear-Critical Post-Tensioned Girders (Open Source)2
Flexural Behavior of Carbon Fiber-Reinforced Polymer Partially Bonded Reinforced Concrete Beams with Different Anchorage Methods2
New Equations to Estimate Reinforced Concrete Wall Shear Strength Derived from Machine Learning and Statistical Methods2
Shear Strength of Shear-Controlled Columns under Cyclic Loading2
Evaluation of Flexural Strength and Ductility of Hybrid Prestressed Concrete Members2
Modeling of Concrete Printing Process with Frictional Interface2
Surface-Dependent Interfacial Characteristics of Glass Fiber-Reinforced Polymer Bars in Concrete2
Effect of Long-term Thermal Conditioning on GFRP-RC Beams2
Shear Stiffness of Earthquake-Resistant Concrete Squat Walls Reinforced with Glass Fiber-Reinforced Polymer Bars2
Punching Shear Design Methods for Reinforced Concrete Slab-Wall Connections2
A Multi-Gene Genetic Programming Model for Predicting Shear Strength of Steel Fiber Concrete Beams2
Parametric Study on Dynamic Behavior of Post-Tensioned Beams Using Nonlinear Finite Element Modeling2
Stiffness Reduction Factor for Slender Concrete Column Reinforced with Fiber-Reinforced Polymer Bars2
Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns per ACI CODE-440.11-222
Shear Strength of Post-Tensioned Slab-Column Connections: Reevaluation of ACI 318-19 Code2
Outrigger Action in Tall Core-Wall Buildings with Flat-Plate Framing2
Shear Strength Database for Nonprestressed High- Strength High-Performance Fiber-Reinforced Cementitious Composites and Ultra-High-Performance Concrete Beams without Stirrups2
Effect of Cast-in-Place Concrete and Stirrups on Shear Capacity of Precast Composite Hollow-Core Slabs1
Developed Approach for Shear Modeling of Embedded Through-Section Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams1
Cyclic Behavior of Columns with Proposed Arrangement of Longitudinal Reinforcement1
Hysteresis Behavior of Glass Fiber-Reinforced Polymer- Reinforced Precast Concrete Tunnel Segments under Cyclic Load1
Behavior of Reinforced Concrete Columns with Hybrid Reinforcement (Steel/Glass Fiber-Reinforced Polymer) under Reversed Cyclic Load1
Deformability of Reinforced Concrete Beam-Column Joints Considering Strain Penetration Effect1
Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Piles Exposed to Laboratory-Simulated Marine Environments1
Shear and Flexure-Shear Strengths of Autoclaved Aerated Concrete Confined Masonry Walls1
Flexural Behavior of Reinforced Concrete Beams Strengthened with Composite Carbon Fiber-Reinforced Polymer System1
Side-Face Blowout Failure of Headed Bars in High-Strength Concrete1
Seismic Performance of Full-Scale Moment Connections of One-Story Precast Industrial Facilities1
Improving Distributed Fiber-Optic Sensor Measures by Digital Image Correlation: Two-Stage Structural Health Monitoring1
Reliability Assessment and Strength Reduction Factor Calibration for Screw Anchors Concrete Breakout1
Drift Capacity of Reinforced Concrete Columns1
Seismic-Fire-Combined Loadings Applied to Carbon Fiber-Reinforced Polymer-Confined Reinforced Concrete Columns1
Understanding Shear-Resistance Mechanisms in Concrete Beams Monitored with Distributed Sensors1
Durability Enhancement of Basalt Fiber-Reinforced Polymer-Seawater Sea-Sand Concrete Beam by Alkalinity Regulation1
Interface of Ultra-High-Performance Concrete with Steel, Glass Fiber-Reinforced Polymer, and Basalt Fiber-Reinforced Polymer Reinforcing Bars1
Experimental Study on Restraining Headed Bars in Roof-Exterior Connection1
Seismic Performance of Diagonally Reinforced Concrete Coupling Beams with Penetrations1
Effect of Prestressing on Shear Strengths of Cylindrical and Planar Walls with Low Aspect Ratio1
Fatigue Performance of Recycled Aggregate Concrete Beams with Corroded Steel Reinforcement1
Optimum High-Strength Reinforcing Bar Grade for Reinforced Concrete Flexural Members1
Use of Welded Wire Reinforcement as Lateral Reinforcement in Concrete Beams: Part 2—Flexure1
Torque Capacity of U- and H-Shaped Reinforced Concrete Walls Using Warping-Equivalent Bending Moment1
Behavior of Steel Fiber-Reinforced Rubcrete Deep Beams under Shear1
Structural Assessment of Cracked Concrete Members by Digital Image Random Nonlinear Finite Element1
Effects of Axial Load on Seismic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns: A Numerical Study1
Evaluating Behavior of Shear-Critical Glass Fiber- Reinforced Polymer-Reinforced Concrete Beams1
Shear Strength of Steel Fiber-Reinforced Concrete Beams and One-Way Slabs1
Ultimate Shear Strength Prediction for Slender Reinforced Concrete Beams without Transverse Reinforcement Using Machine Learning Approach1
Punching Resistance of Flat Slabs with Openings Adjacent to the Columns1
Cyclic Loading Test for Interior Precast Beam-Column Joints Using Slag-Based Concrete1
Effectiveness of Various Types of Macro-Modeling Methods for Reinforced Concrete Shear Walls1
Shear Critical Deep Beams with Embedded Functionally Graded Concrete Struts1
Composite Performance of Prestressed Hollow-Core Slabs with Cast-in-Place Topping Concrete1
Effect of Transverse Reinforcement on Shear Response of Fiber-Reinforced Polymer Post-Tensioned Concrete Beams1
Effect of Noncontact Lap Splices in Reinforced Concrete Beams1
Three-Dimensional-Printed Engineered, Strain-Hardening Geopolymer Composite as Permanent Formwork for Construction of Reinforced Concrete Beam1
Assessment of Confinement Models and Minimum Volumetric Ratio for Glass Fiber-Reinforced Polymer-Reinforced Concrete Circular Columns1
Impact of Confinement on Bar Anchorage in Relocated Plastic Hinges1
Structural Behavior of Precast Reinforced Concrete Tunnel Segments with Glass Fiber-Reinforced Polymer Bars and Ties under Bending Load1
Experimental and Numerical Analysis of Steel and Fiber- Reinforced Polymer Concrete Beams under Transverse Load1
Pullout Analysis of Composite Loops Embedded in Steel- Reinforced Concrete Retaining Wall Panels1
Thermal Prestress Losses in Normal- and High-Early-Strength Concrete1
Simplified Strut-and-Tie Model for Shear Strength Prediction of Reinforced Concrete Low-Rise Walls1
Effectiveness of Carbon Fiber-Reinforced Polymer Sheets for Torsional Strengthening of Reinforced Concrete Beams1
Two-Way Shear in Nonprestressed Slabs: Flexural Reinforcement Ratio Effects1
Modeling Corrosion-Damaged Reinforced Concrete Members1
Effects of Geometric Parameters on Structural Performance of Drilled Shaft Footings1
Alternative Methods for Failure Prediction in Twin-Cell Box-Girder Bridges1
Flexural Behavior of Slabless Reinforced Concrete Staircases1
Behavior of Earthquake-Resistant Rectangular Walls with Mechanically Spliced Grade 100 Steel Bars1
Response of Reinforced Concrete Shell Elements Subjected to In-Plane and Out-of-Plane Shear1
Machine Learning for Shear Strength of Reinforced-Concrete Beams1
Shear Strength of Flanged Squat Walls with 690 MPa Reinforcing Bars1
Effects of Reinforcement Details on Behavior of Drilled Shaft Footings1
Shear Capacity of Cold Joints with Conventional and High-Strength Reinforcement1
Modeling of Ultra-High-Performance Fiber-Reinforced Concrete in Shear1
Use of Unstressed Seven-Wire Strands as Longitudinal Reinforcement of Concrete Beams1
Effect of Compressive Glass Fiber-Reinforced Polymer Bars on Flexural Performance of Reinforced Concrete Beams1
Behavior of Reinforced Concrete Beams with Large-Diameter High-Strength Tension-Spliced Bars1
Structural Behavior of Low-Carbon and Functionally Graded Concrete One-Way Slab Strips1
Modeling of Building Diaphragms for Nonlinear Response- History Analysis1
Update to Shear Strength Provisions for Concrete Columns in ACI CODE-369.1-221
Experimental Behavior of Concrete Columns Reinforced with Thermomechanically Treated and Cold-Twisted Ribbed Steel Bars1
Exploratory Study of Using Hybrid Glass Fiber-Reinforced Polymer-Steel Bars in Reinforced Concrete Columns to Improve Seismic Performance1
Implications of ACI CODE-440.11 Code Provisions on Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Footings1
Shear Strength Evaluation of Diagonally Reinforced Concrete Coupling Beams with Steel Fibers1
Behavior of Anchor Bolts in Concrete Masonry with Lightweight Grout1
A Framework to Set Performance Requirements for Structural Component Models: Application to Reinforced Concrete Wall Shear Strength1
Bond-Slip Relationships in High-Performance Concrete with Plain Steel Bars1
Vibration-Based Nondestructive Damage Detection for Concrete Plates1
Flexural Performance of Basalt Fiber-Reinforced Polymer Prestressed Concrete Beams1
Assessment of Deflection Prediction Models for Cracked Prestressed Concrete Beams1
Nonlinear Modeling of Reinforced Concrete Columns under Cyclic Loading1
Quantifying Material Uncertainty in Seismic Evaluations of Reinforced Concrete Bridge Column Structures1
Reinforced Concrete Coupling Beams with Different Layouts under Seismic and Wind Loads1
Serviceability of Beams Prestressed with Hybrid (Steel/ Carbon Fiber-Reinforced Polymer) Tendons1
Cyclic Behavior of Beams with Double-Perimeter and Continuous-Stirrup Hoops1
Cyclic Behavior of High-Strength Fiber-Reinforced Concrete Columns under High Axial Loading Level1
Shear-Friction Strength of Reinforced Concrete Walls with 700 MPa Reinforcing Bars1
Glass Fiber-Reinforced Polymer Bars under Sustained Load and Alkaline Conditions1
Dual-Potential Capacity Model for Fiber-Reinforced Polymer-Reinforced Concrete Members Failed in Shear1
Effective Moment of Inertia of Reinforced Concrete Piles1
Stiffness Modifiers for Diagonally Reinforced Coupling Beams1
Stochastic Finite Element Approach to Assess Reliability of Fiber-Reinforced Polymer-Strengthened Concrete Beams1
Cyclic Behavior of Ultra-High-Performance Concrete Shear Walls with Different Axial-Load Ratios1
Load-Carrying Capacity of Degraded Dapped-End Beams in Reinforced Concrete Bridges1
Evaluation of Shear-Friction Behavior of Cylindrical Pocket Connections1
Aggregate Size on Punching Shear Behavior of Interior Slab-Column Connections1
Reinforced Concrete Coupling Beams with High-Strength Steel Bars1
Shear Strength of GFRP-Reinforced Concrete Squat Walls: A Strut-and-Tie Model1
Shear Resistance of Concrete Beams under Decade of Sustained Loading1
Time-Dependent Bond of Concrete and Near-Surface- Mounted Carbon Fiber-Reinforced Polymer with Inorganic Resins1
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