ACI Structural Journal

Papers
(The TQCC of ACI Structural Journal is 0. 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 2021-04-01 to 2025-04-01.)
ArticleCitations
Use of Welded Wire Reinforcement as Lateral Reinforcement in Concrete Beams: Part 1—Shear7
Shear and Flexure-Shear Strengths of Autoclaved Aerated Concrete Confined Masonry Walls5
Bond of Plain Bars in Early-Age Concrete under Bilateral Pressures4
Aggregate Size on Punching Shear Behavior of Interior Slab-Column Connections3
Blast Performance of Reinforced Concrete Column with Different Levels of Seismic Detailing3
Pullout Analysis of Composite Loops Embedded in Steel- Reinforced Concrete Retaining Wall Panels3
Behavior of Square Columns with Interlocking Pattern Ties under Axial Compression3
Evaluating Behavior of Shear-Critical Glass Fiber- Reinforced Polymer-Reinforced Concrete Beams3
Behavior of Fiber-Reinforced Polymer Sheet-to-Concrete Bond under Elevated Temperatures3
Shear Strength of Concrete Block Masonry Using Direct Shear Test3
Normal- and High-Strength Continuously Wound Ties3
Cyclic Behavior of Reinforced Concrete Flexural Members to Changing Design Parameters3
Shear Strength Degradation Model for Performance-Based Design of Short Coupling Beams3
Anchor Performance in Cyclically Loaded Shear Walls2
Strength and Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Box Girders without Web Reinforcement under Pure Torsion2
Unified Strength Model for Spiral-Steel Confined Concrete Columns2
Seismic Performance of Hollow Bridge Pier Columns under Multi-Directional Loading2
Effects of Geometric Parameters on Structural Performance of Drilled Shaft Footings2
Implications of Sustained Load for Behavior of CFRP-Confined Columns2
Behavior of Steel Fiber-Reinforced Rubcrete Deep Beams under Shear2
Understanding Shear-Resistance Mechanisms in Concrete Beams Monitored with Distributed Sensors2
Effect of Staggering Distances on Splice Strength of New-Generation Glass Fiber-Reinforced Polymer Reinforcing Bars2
Analysis of Shear Capacity of Prestressed Concrete Bridge Girders2
Optimum High-Strength Reinforcing Bar Grade for Reinforced Concrete Flexural Members2
Ultra-High-Toughness Concrete Retrofitted Boundary Column Shear Walls: Tests and Capacity Prediction2
Modeling of Shear Studs for Composite Bridges with Haunches2
Strengthening of Reinforced Concrete Columns with Combined Ultra-High-Performance Fiber-Reinforced Concrete and Glass Fiber-Reinforced Polymer Jacketing2
Shear Strength of Flanged Squat Walls with 690 MPa Reinforcing Bars2
Cyclic Behavior of Short Reinforced Concrete Coupling Beams Confined by Steel Plates2
Modeling of Alkali-Silica Reaction-Affected Shear-Critical Reinforced Concrete Structures2
Reinforced Concrete Coupling Beams with High-Strength Steel Bars2
Residual Seismic Capacity of Reinforced Concrete Walls with Unconfined Boundaries2
Shear Tests on Post-Tensioned High-Strength Self- Consolidating Concrete I-Beams under Distributed Loads2
Seismic Behavior of High-Strength Concrete Circular Columns Reinforced with Glass Fiber-Reinforced Polymer Bars1
Stepped Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets and Ultra-High- Performance Concrete1
Cyclic Nonlinear Modeling Parameters for Unconfined Beam-Column Joints1
Experimental Study of Concrete Columns Reinforced with Lap-Spliced Glass Fiber-Reinforced Polymer Bars under Seismic Load1
Experimental Study on Hysteretic Behavior of Concrete- Filled Square Carbon Fiber-Reinforced Polymer Steel Tubular Beam-Column1
Effect of Low Reinforcement Ratio on Reinforced Concrete Wall with 700 MPa Reinforcing Bars1
Torsion of Carbon Fiber-Reinforced Polymer-Strengthened Inverted T-Beams under Combined Loading1
Evaluation of Concrete Anchorage for Rail Direct Fixation Fastener1
Behavior of Reinforced Concrete Beams with Large-Diameter High-Strength Tension-Spliced Bars1
Bond Strength between High-Performance Concrete and 7 mm Non-Pretensioned Plain Steel Wire1
Nondestructive Testing of Bridge Decks: Case Study and Suggestions1
Flexural Behavior and Serviceability Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars1
Experimental Study on Scale Effect of Eccentrically Compressed Reinforced Concrete Columns Strengthened with Carbon Fiber-Reinforced Polymer1
Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments1
Effect of Mechanical Splice to Seismic Performance of Precast Column-Foundation Connection1
Effect of Long-term Thermal Conditioning on GFRP-RC Beams1
Shotcrete Modification Factors for the Development Length Equation1
Flexural Performance of Basalt Fiber-Reinforced Polymer Prestressed Concrete Beams1
Load-Spread Spectrum in Strut-and-Tie Modeling of Structural Concrete1
Effects of Concrete Tail Cover and Tail Kickout on Anchorage Strength of 90-Degree Hooks1
Effective Moment of Inertia of Reinforced Concrete and Reinforced Steel Fiber-Reinforced Concrete One-Way Slabs1
Shear Strength of Steel Fiber-Reinforced Concrete Beams and One-Way Slabs1
Rehabilitation of Exterior Beam-Column Joint by Geopolymer Mortar under Quasi-Static Loading1
Complexity Modeling of Corrosion in Carbon Fiber- Reinforced Polymer-Retrofitted Concrete Bridge1
Fatigue of Diabolo-Deviated Unbonded Post-Tensioning Tendons1
Behavior of Reinforced Concrete Columns with Hybrid Reinforcement (Steel/Glass Fiber-Reinforced Polymer) under Reversed Cyclic Load1
Cyclic Behavior of Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Shear Walls with Square Openings1
Strength Reduction Factor for Circular Reinforced Concrete Columns1
Assessment of Shear Capacity of Fiber-Reinforced Polymer Deep Beams Using Different Methods1
Cellular Automata for Corrosion in Carbon Fiber- Reinforced Polymer-Strengthened Bridge Columns1
Assessment and Simplification of American Association of State Highway and Transportation Officials Sectional Shear Design Using V-M Interaction Diagram1
Shear Strength of GFRP-Reinforced Concrete Squat Walls: A Strut-and-Tie Model1
Post-Fire Assessment and Retrofitting of Concrete Buildings: Case Study1
Analytical and Parametric Studies on Flexural Performance of Reinforced Concrete Beams Strengthened by Fiber- Reinforced Geopolymer Composites1
Shear Capacity of Cold Joints with Conventional and High-Strength Reinforcement1
Experimental Study on Column Reinforcing Bar Anchorage in Drilled Shaft Footings1
Composite Performance of Prestressed Hollow-Core Slabs with Cast-in-Place Topping Concrete1
Effect of Aspect Ratio on Seismic Behavior of Glass Fiber- Reinforced Polymer-Reinforced Concrete Columns1
Strut-and-Tie Models Using Multi-Material and Multi- Volume Topology Optimization: Load Path Approach1
Performance of Open Double Stirrups as Punching-Shear Reinforcement1
Prediction of Lateral Load-Displacement Curve of Reinforced Concrete Walls with Openings under Shear Failure1
Investigation on Impact-Resistant Behavior of Geopolymer Concrete Beams1
Reliability-Based Code Development for Carbon Fiber- Reinforced Polymer-Strengthened Circular Reinforced Concrete Columns1
Axial Load-Bearing Concrete Confined with Ultra-High- Performance Concrete Jackets and Basalt Fiber-Reinforced Polymer Grids1
Bond Behavior of Glass Fiber-Reinforced Polymer Bars Under Long Term Thermal Conditioning1
Shear Behavior of Concrete Walls Retrofitted with Ultra-High-Performance Fiber-Reinforced Concrete Jackets1
Biaxial Behavior of Square Glass Fiber-Reinforced Polymer Bar-Reinforced Concrete Columns1
Durability Enhancement of Basalt Fiber-Reinforced Polymer-Seawater Sea-Sand Concrete Beam by Alkalinity Regulation1
Sparse Grid Modeling of Carbon Fiber-Reinforced Polymer- Strengthened Pilotis under Biaxial Load1
Crack-Spacing-Based Flexural Capacity of Polymer Cement Mortar-Overlay Reinforced Concrete Beams at High Environmental Temperature1
Cyclic Behavior of Ultra-High-Performance Concrete Shear Walls with Different Axial-Load Ratios1
Seismic Performance of Precast Hollow-Core Floors: Part 2—Assessment of Existing Buildings1
Extended Strut-and-Tie Model for Punching-Shear Strength of Fiber-Reinforced Polymer-Reinforced Concrete Edge- Slab Column Connections1
Transition between Shear and Punching in Reinforced Concrete Slabs: Review and Predictions with ACI Code Expressions1
Prestressing Analysis of Large Three-Dimensional Systems and Prestress Management1
Modeling of Ultra-High-Performance Fiber-Reinforced Concrete in Shear1
Effect of Transverse Reinforcement on Shear Response of Fiber-Reinforced Polymer Post-Tensioned Concrete Beams1
Evaluation of Deflection Calculation for Hybrid-Reinforced Concrete with Fiber-Reinforced Polymer and Steel Bars1
Nonlinear Modeling Parameters and Acceptance Criteria for Interior Slab-Column Connections1
Shear Strength of Extruded, Prestressed Steel Fiber- Reinforced Concrete Hollow-Core Slabs1
Seismic Behavior of Frames with Special-Shaped Concrete-Filled Steel Tubular Columns and H-Shaped Steel Beams1
Effective Moment of Inertia of Reinforced Concrete Piles1
Probabilistic Calibration of Stress-Strain Models for Confined High-Strength Concrete1
Effects of Reinforcement Details on Behavior of Drilled Shaft Footings1
Modeling of Shear Strength for Squat Reinforced Concrete Walls with Boundary Elements1
Longitudinal Reinforcement Ratios for Lightweight Concrete Beams1
Influence of Reinforcement Ratio on Seismic Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Torsion1
Use of Unstressed Seven-Wire Strands as Longitudinal Reinforcement of Concrete Beams1
Basalt Fiber-Reinforced Polymer and Hybrid Grid-Confined Concrete with Organic/Inorganic Resins1
A Shear Hinge Model for Analysis of Reinforced Concrete Beams1
Reinforced Concrete Coupling Beams with Different Layouts under Seismic and Wind Loads0
Effective Moment of Inertia and Slenderness Limits of Reinforced Concrete and Fiber-Reinforced Concrete Slabs0
Drift Capacity of Reinforced Concrete Columns0
Recommended Parameters for the Takeda Degrading Stiffness Hysteresis for RC Circular Bridge Columns0
Redistribution of Internal Forces in Reinforced Concrete Beams Subjected to Combined Load0
Beam-Column Joint Retrofitting Using Basalt Fiber- Reinforced Polymer Grid and Cementitious Matrixes0
Creep-Fatigue Interaction for Carbon Fiber-Reinforced Polymer-Prestressed Concrete Bridge Girders0
Effects of Axial Load on Seismic Behavior of Glass Fiber- Reinforced Polymer-Reinforced Concrete Columns: A Numerical Study0
Seismic Performance of Diagonally Reinforced Concrete Coupling Beams with Penetrations0
Tensile Behavior of Small Screw Anchors under Cyclic Crack Openings0
Post-Tensioned Self-Centering System Efficiency against Extreme Wind Loads0
Simulated Seismic Damage Evolution in Concrete Shear Walls0
Development of Large High-Strength Headed Reinforcing Bars0
Calculation of the Effective Section of Cracked Concrete Beams Based on Gradual Strain Distributions0
Outrigger Action in Tall Core-Wall Buildings with Flat-Plate Framing0
Effect of Prestressing on Shear Strengths of Cylindrical and Planar Walls with Low Aspect Ratio0
Local Bond-Slip Behavior of Reinforcing Bars in High- Performance Steel Fiber-Reinforced Concrete Beams0
Early-Age Cracking Resistance of Reinforced High- Strength Concrete0
Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Edge Column-Slab Connections: Experimental and Analytical Investigations0
On Punching Shear Strength of Steel Fiber-Reinforced Concrete Slabs-on-Ground0
Post-Cracking Web-Shear Response of Hollow Core Slabs with Low Steel Fiber-Volume Fractions0
Three-Dimensional Macro-Modeling of Concrete Slabs Subjected to Missile Impact Loading0
Response of Reinforced Concrete Shell Elements Subjected to In-Plane and Out-of-Plane Shear0
Modeling Corrosion-Damaged Reinforced Concrete Members0
Hysteresis Evaluation of Discrete Damper with Adaptive Shear Links for Extensively Damaged Reinforced Concrete Frame0
Behavior of Hollow Glass Fiber-Reinforced Polymer- Reinforced Concrete Columns under Axial Load: Experimental and Theoretical Investigation0
Quantifying Material Uncertainty in Seismic Evaluations of Reinforced Concrete Bridge Column Structures0
Cyclic Behavior of Beams with Double-Perimeter and Continuous-Stirrup Hoops0
Shear-Friction Strength of Reinforced Concrete Walls with 700 MPa Reinforcing Bars0
Surface-Dependent Interfacial Characteristics of Glass Fiber-Reinforced Polymer Bars in Concrete0
Vibration Behavior of Post-Tensioned Concrete Slabs0
Design Methodology for Unbonded Post-Tensioned Rocking Walls0
Stiffness Reduction Factor for Slender Concrete Column Reinforced with Fiber-Reinforced Polymer Bars0
Nonlinear Shear Analysis of Corroded Reinforced Concrete Beams Considering Bond Mechanism0
Machine Learning for Shear Strength of Reinforced-Concrete Beams0
Prediction Model for Fiber Splay Anchors in Strengthening Applications0
Shear Strength Model for Steel Fiber-Reinforced Concrete Columns0
Flexural Strengthening with Fiber-/Textile-Reinforced Concrete0
Role of Reinforcement in Concrete Ring Deep Beams0
Cracks Development, Brittle Failure, and Design of Concrete Elements0
Effect of High Axial Load on Cyclic Response of Exterior Beam-Column Joints with High-Strength Reinforcement0
Simplified Shear Strength Model of Reinforced Concrete Walls0
Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars without Stirrups under Shear0
New Equations to Estimate Reinforced Concrete Wall Shear Strength Derived from Machine Learning and Statistical Methods0
Seismic Performance of Precast Concrete Wide Beam-Column Connections under Ductile Connection Principle0
Tensile Behavior of Fiber-Reinforced Polymer Sheets Under Elevated Temperatures0
Numerical Analysis of Ultimate State of Reinforced Concrete Slabs under Low-Velocity Impact0
Dowel Bar Contribution to Bond Deterioration under Cyclic Loading0
Response of Prestressed Concrete Beams Subjected to Shear and Torsion0
Progressive Collapse Response of Reinforced Concrete Assembly with Realistic Boundary Conditions0
Seismic-Fire-Combined Loadings Applied to Carbon Fiber-Reinforced Polymer-Confined Reinforced Concrete Columns0
Post-Earthquake Fire Resistance and Residual Seismic Capacity of Reinforced Concrete Columns0
A Multi-Gene Genetic Programming Model for Predicting Shear Strength of Steel Fiber Concrete Beams0
Cyclic Out-of-Plane Testing of Clay Brick Masonry Walls Strengthened with Glass Fiber-Reinforced Polymer Strips0
Cyclic Behavior of Columns with Proposed Arrangement of Longitudinal Reinforcement0
Bond-Slip Relationships in High-Performance Concrete with Plain Steel Bars0
Cyclic Lateral Load Test for Shear Wall with Coupling Slab0
Moment Transfer at Column-Foundation Connections: Physical Tests0
Behavior of Alkali-Silica Reaction-Affected Reinforced Concrete Elements Subjected to Shear0
Theoretical Model for Calculating Shear Strength of Fiber- Reinforced Polymer-Reinforced Concrete Beams0
Seismic Performance of Precast Multi-span Frame System Integrated by Unbonded Tendons0
Shear Stiffness of Earthquake-Resistant Concrete Squat Walls Reinforced with Glass Fiber-Reinforced Polymer Bars0
Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns per ACI CODE-440.11-220
Stiffness Modifiers for Diagonally Reinforced Coupling Beams0
Experimental Study on Drilled Shaft Reinforcing Bar Anchorage in Footings0
A Statistical Approach to Modeling the Reduced Flexural Capacity of Corrosion-Damaged Reinforced Concrete Beams0
Interface Shear Capacity and Flexural Performance of Hybrid Beams0
Punching Shear Strength of Isolated Concrete Column Footings with Low Shear Span-Depth Ratios0
Near-Surface Mounting-Strengthened Reinforced Concrete Beams Incorporating Glass Fiber-Reinforced Polymer Channels0
Hysteretic Model of Coupler Box Assembly for Seismic Retrofitting of Severely Damaged Reinforced Concrete Buildings0
Stress at Ultimate in Internally Unbonded Steel Based on Genetic Expression Programming0
Universal Plastic Hinge Length for Reinforced Concrete Walls0
Glass Fiber-Reinforced Polymer Bars under Sustained Load and Alkaline Conditions0
Experimental Investigation on Precast Bridge Deck Panel System0
Quasi-Static Cyclic Flexural Loading Behavior of Precast Reinforced Concrete Tunnel Segments with Glass Fiber- Reinforced Polymer Bars0
Reinforced Masonry Building Under Lateral Loading-A Numerical Study (Open Source)0
Design Approach for Flexural Strength of Reinforced Ultra- High-Performance Concrete Members Considering Size Effect0
Uncertainty Modeling and Analysis of Punching Shear Resistance of Flat Slabs0
Vertical Punching Capacity of Reinforced Concrete Flat Plates without Shear Reinforcement0
Seismic Performance Evaluation of Precast Prestressed Concrete Frames Containing Recycled Aggregates0
Variable Cylindrical Concrete Confined by Carbon Fiber- Reinforced Polymer under Axial Compression0
Assessment of Use of Steel Bars with Unintended High Strength in Tied Columns0
Two-Way Shear in Nonprestressed Slabs: Flexural Reinforcement Ratio Effects0
Immediate Deflection of Cracked Prestressed Concrete Beams Based on Integration of Curvature0
Generation of Optimal Load Paths for Corroded Reinforced Concrete Beams Part II: Multi-Angle Truss Model0
Review of Seismic Response and Strength Requirements of Reinforced Concrete Squat Walls0
Assessment of Deflection Prediction Models for Cracked Prestressed Concrete Beams0
Empirical Model for Temperature-Dependent Tensile Strength of Glass Fiber-Reinforced Polymer Bars0
Horizontal Shear Capacity of Composite T-Beams Reinforced with Glass Fiber-Reinforced Polymer Interface Shear Reinforcement0
Compressive Behavior of Thin Rectangular Boundary Elements0
Shear Behavior of Reinforcing Bar-Free Ultra-High-Performance Concrete Considering Axial Load Effects and Fiber Alignment0
Development of Compressive Fracture Energy Model for Confined Normal-Strength Concrete0
Flexural Behavior of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Prestressing ScrewThreaded Steel Bars Using Digital Image Correlation Method0
Strength and Serviceability of Shear-Critical Post-Tensioned Girders0
Theoretical and Experimental Study on Minimum Shear Reinforced Ratio in Concrete Beams0
Estimating Shear-Transfer Resistance When Using Glass Fiber-Reinforced Polymer Reinforcement0
Parametric Study on Dynamic Behavior of Post-Tensioned Beams Using Nonlinear Finite Element Modeling0
Effectiveness of Carbon Fiber-Reinforced Polymer Sheets for Torsional Strengthening of Reinforced Concrete Beams0
Design and Detailing of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams According to ACI CODE-440.11-220
Alternative Methods for Failure Prediction in Twin-Cell Box- Girder Bridges0
Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns with Varied Concrete Strength under Combined Bending-Torsion Cyclic Loading0
Seismic Performance of Five-Spiral Concrete Columns with Large-Diameter Longitudinal Reinforcement0
Size Effect on Stress-Strain Model of Carbon Fiber- Reinforced Polymer Transverse Steel Reinforcement- Confined Concrete0
Effect of Axial Load and Web Reinforcement Ratio on Seismic Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Squat Walls0
Shear Capacity of Reinforced Concrete Made with Belitic Calcium Sulfoaluminate Cement0
Seismic Performance of Full-Scale Moment Connections of One-Story Precast Industrial Facilities0
Evaluation of Tensile and Shear Strengths of Fine Ceramics Inserts0
Maximum Shear Strength of Reinforced Concrete Deep Beams0
Compression Tests of Very Large Reinforced Concrete Pile Caps and Comparison with Predicted Strength0
Post-Tensioning Effect of Segmented and Monolithic Reactive Powder Concrete Shell-Arch Member0
Dual-Potential Capacity Model for Fiber-Reinforced Polymer-Reinforced Concrete Members Failed in Shear0
Shear Capacity of GFRP-Reinforced UHPC Beams without Stirrups0
Effect of Cast-in-Place Beams on Seismic Performance of Precast Shear Walls0
Cover Spalling in Reinforced Concrete Beams Subjected to Pure Torsion0
Modeling Reinforced Interfaces—Cold Joints Subjected to Cyclic Shear0
Effect of Fiber-Reinforced Polymer-Compression Reinforcement in Columns Subjected to Concentric and Eccentric Loading0
Effect of Salt-Frost Cycles and Impact Loads on Residual Axial Capacity of Reinforced Concrete Column0
Pullout Strength of Embed Plates with Welded Anchor Bars in Concrete0
Punching Shear Strength of Post-Tensioned Ultra-High- Performance Concrete Plates0
Prediction of Tensile Properties of Ultra-High-Performance Concrete Using Artificial Neural Network0
Effect of Beam Depth on Anchorage Strength of Hooked and Headed Bars0
Deflection Control Methodologies for Curvilinear Concrete Members Reinforced with Glass Fiber-Reinforced Polymer Bars0
Numerical Analysis of Prestressed Concrete Bridge Girders Failing in Shear0
Flexural and Durability Performance of Seawater-Mixed Glass Fiber-Reinforced Polymer-Reinforced Concrete Slabs0
Shear Strength of Post-Tensioned Slab-Column Connections: Reevaluation of ACI 318-19 Code0
Design Tool for Finding Minimum Heights of Reinforced Concrete Beams and One-Way Slabs0
Shear Strength of Reinforced Concrete Columns with External Post-Tensioned Clamps0
Experimental Study to Predict Bond-Slip Behavior of Corroded Reinforced Concrete Columns0
Vehicle Collision with Reinforced Concrete Columns Wrapped with Fiber-Reinforced Polymer Composites0
Capacity Estimations for Three-Pile Caps with Size and Reinforcement Variations0
Hysteresis Behavior of Glass Fiber-Reinforced Polymer- Reinforced Precast Concrete Tunnel Segments under Cyclic Load0
Cementitious Resins for Strengthening Reinforced Concrete Beams with Near-Surface-Mounted Carbon Fiber- Reinforced Polymer0
Shear Strength Equation and Database for High-Strength High-Performance Fiber-Reinforced Concrete and Ultra- High-Performance Concrete Beams without Stirrups0
Seismic Behavior of Monolithic Exterior Beam-Column Connections with Unbonded Post-Tensioning0
Shear Strength Database for Nonprestressed High- Strength High-Performance Fiber-Reinforced Cementitious Composites and Ultra-High-Performance Concrete Beams without Stirrups0
Comparison of Post-Tensioned Slabs with Banded-Uniform and Banded-Banded Tendon Arrangements0
Pitting Corrosion in Prestressed Piles0
Improving Distributed Fiber-Optic Sensor Measures by Digital Image Correlation: Two-Stage Structural Health Monitoring0
Modifying the Concrete Breakout Area with a Bearing Plate to Change Capacity0
Effect of Noncontact Lap Splices in Reinforced Concrete Beams0
Serviceability of Beams Prestressed with Hybrid (Steel/ Carbon Fiber-Reinforced Polymer) Tendons0
Theoretical Analysis on Axial Load Ratio Limit of Slender Ultra-High-Performance Concrete Wall-Type Piers0
Shear Capacity Prediction for Fiber-Reinforced Polymer Bar-Reinforced Concrete Beams Based on Gray Correlation Analysis0
Transferring Reaction Forces by External Post-Tensioning of Load-Bearing Shear Walls0
Uniaxial Compressive Behavior of Fiber-Reinforced Rubberized Recycled Concrete Column0
Modified Shear Design Model for Steel- and Fiber- Reinforced Polymer-Reinforced Concrete Beams0
Cyclic Responses of Axially Restrained Diagonally Reinforced Coupling Beams0
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