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 2021-05-01 to 2025-05-01.)
ArticleCitations
Sparse Grid Modeling of Carbon Fiber-Reinforced Polymer- Strengthened Pilotis under Biaxial Load7
Modeling of Alkali-Silica Reaction-Affected Shear-Critical Reinforced Concrete Structures5
Analysis of Shear Capacity of Prestressed Concrete Bridge Girders4
Normal- and High-Strength Continuously Wound Ties3
Bond Behavior of Glass Fiber-Reinforced Polymer Bars Under Long Term Thermal Conditioning3
Cyclic Behavior of Reinforced Concrete Flexural Members to Changing Design Parameters3
Effect of Low Reinforcement Ratio on Reinforced Concrete Wall with 700 MPa Reinforcing Bars3
Assessment of Shear Capacity of Fiber-Reinforced Polymer Deep Beams Using Different Methods3
Fatigue of Diabolo-Deviated Unbonded Post-Tensioning Tendons3
Influence of Reinforcement Ratio on Seismic Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns under Torsion3
Shear Strength of Concrete Block Masonry Using Direct Shear Test3
Complexity Modeling of Corrosion in Carbon Fiber- Reinforced Polymer-Retrofitted Concrete Bridge3
Strengthening of Reinforced Concrete Columns with Combined Ultra-High-Performance Fiber-Reinforced Concrete and Glass Fiber-Reinforced Polymer Jacketing3
Performance of Open Double Stirrups as Punching-Shear Reinforcement3
Effective Moment of Inertia of Reinforced Concrete and Reinforced Steel Fiber-Reinforced Concrete One-Way Slabs3
Experimental Investigation of Reinforced Concrete Deep Beams with Wide Loading Elements2
Longitudinal Reinforcement Ratios for Lightweight Concrete Beams2
Experimental Investigation of Size Effect on Shear Strength of Reinforced Concrete Pile Caps2
Evaluation of Flexural Strength and Ductility of Hybrid Prestressed Concrete Members2
Efficiency of Strut-and-Tie Model for Design of Reinforced Concrete Deep Beams without Web Reinforcement2
Post-Cracking Stiffness Model of Solid and Hollow Glass Fiber-Reinforced Polymer-Reinforced Concrete Members under Torsion2
Nondestructive Testing of Bridge Decks: Case Study and Suggestions2
Flexural Fatigue Behavior of RC Beams Strengthened with FGREM Composites2
Experimental Fatigue Analysis of Stresses Caused by Superloads on Concrete Pavements2
Effects of Concrete Tail Cover and Tail Kickout on Anchorage Strength of 90-Degree Hooks2
Post-Fire Assessment and Retrofitting of Concrete Buildings: Case Study2
Shear Strength of Shear-Controlled Columns under Cyclic Loading2
Flexural Behavior of Carbon Fiber-Reinforced Polymer Partially Bonded Reinforced Concrete Beams with Different Anchorage Methods2
Modified Analytical Model for Shear Capacity of Corroded Columns2
Biaxial Behavior of Square Glass Fiber-Reinforced Polymer Bar-Reinforced Concrete Columns2
Experimental Investigation of Dapped Ends with Diagonal Reinforcement2
Rehabilitation of Exterior Beam-Column Joint by Geopolymer Mortar under Quasi-Static Loading2
Strength and Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Box Girders without Web Reinforcement under Pure Torsion2
Maximum Shear Strength of Reinforced Concrete Beams2
Effect of Interfacial Shear on Seismic Performance of Precast Shear Walls2
Thermal Performance of Concrete Slabs Reinforced with Glass Fiber-Reinforced Polymer Bars2
Flexural Behavior and Serviceability Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars2
Performance of Mechanical Couplers of High-Strength Reinforcing Bars under Inelastic Strain Demands2
Stepped Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets and Ultra-High- Performance Concrete2
Effect of Aspect Ratio on Seismic Behavior of Glass Fiber- Reinforced Polymer-Reinforced Concrete Columns2
Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns per ACI CODE-440.11-221
Structural Behavior of Precast Reinforced Concrete Tunnel Segments with Glass Fiber-Reinforced Polymer Bars and Ties under Bending Load1
Fatigue Performance of Recycled Aggregate Concrete Beams with Corroded Steel Reinforcement1
New Equations to Estimate Reinforced Concrete Wall Shear Strength Derived from Machine Learning and Statistical Methods1
A Model for Shear Resistance of Reinforced Concrete Beams1
A Multi-Gene Genetic Programming Model for Predicting Shear Strength of Steel Fiber Concrete Beams1
Behavior of Hollow Glass Fiber-Reinforced Polymer- Reinforced Concrete Columns under Axial Load: Experimental and Theoretical Investigation1
Effect of Long-term Thermal Conditioning on GFRP-RC Beams1
In-Plane Seismic Response of Autoclaved Aerated Concrete Block Masonry-Infilled Reinforced Concrete Frame Building1
Reinforced Concrete Coupling Beams with High-Strength Steel Bars1
Numerical Analysis of Prestressed Concrete Bridge Girders Failing in Shear1
Interface Shear Capacity and Flexural Performance of Hybrid Beams1
Behavior of Anchor Bolts in Concrete Masonry with Lightweight Grout1
Pitting Corrosion in Prestressed Piles1
Cover Spalling in Reinforced Concrete Beams Subjected to Pure Torsion1
Shear Resistance of Concrete Beams under Decade of Sustained Loading1
Design Methodology for Unbonded Post-Tensioned Rocking Walls1
Behavior of Square Columns with Interlocking Pattern Ties under Axial Compression1
Punching Resistance of Flat Slabs with Openings Adjacent to the Columns1
Shear Strength of Post-Tensioned Slab-Column Connections: Reevaluation of ACI 318-19 Code1
Failure Mechanism and Debonding Analysis of Steel and Steel Fiber-Reinforced Concrete Composite Beams1
Shear Capacity of Cold Joints with Conventional and High-Strength Reinforcement1
Parametric Study on Dynamic Behavior of Post-Tensioned Beams Using Nonlinear Finite Element Modeling1
Evaluation of Shear-Friction Behavior of Cylindrical Pocket Connections1
Effects of Different Groove Classes Used in Externally Bonded Reinforcement on Grooves Joints on Carbon Fiber-Reinforced Polymer-to-Concrete Bond Behavior1
Modeling of Concrete Printing Process with Frictional Interface1
Torque Capacity of U- and H-Shaped Reinforced Concrete Walls Using Warping-Equivalent Bending Moment1
Cyclic Behavior of High-Strength Fiber-Reinforced Concrete Columns under High Axial Loading Level1
Quasi-Static Cyclic Flexural Loading Behavior of Precast Reinforced Concrete Tunnel Segments with Glass Fiber- Reinforced Polymer Bars1
Outrigger Action in Tall Core-Wall Buildings with Flat-Plate Framing1
Assessment of Confinement Models and Minimum Volumetric Ratio for Glass Fiber-Reinforced Polymer-Reinforced Concrete Circular Columns1
Confinement Effect on Axial Behavior of Lightweight Aggregate Concrete Columns1
Shear Behavior of Concrete Walls Retrofitted with Ultra-High-Performance Fiber-Reinforced Concrete Jackets1
Creep-Fatigue Interaction for Carbon Fiber-Reinforced Polymer-Prestressed Concrete Bridge Girders1
Shear Strength Database for Nonprestressed High- Strength High-Performance Fiber-Reinforced Cementitious Composites and Ultra-High-Performance Concrete Beams without Stirrups1
Shear Strength of Steel Fiber-Reinforced Concrete Beams and One-Way Slabs1
Shear Stiffness of Earthquake-Resistant Concrete Squat Walls Reinforced with Glass Fiber-Reinforced Polymer Bars1
Torsion and Shear-Flow of Hollow Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer Sheets1
Effect of Transverse Reinforcement on Shear Response of Fiber-Reinforced Polymer Post-Tensioned Concrete Beams1
Vertical Punching Capacity of Reinforced Concrete Flat Plates without Shear Reinforcement1
Progressive Collapse Response of Reinforced Concrete Assembly with Realistic Boundary Conditions1
Stress at Ultimate in Prestressed Unbonded Tendons: Assessment of Code Equations and Recommendation1
Shear Capacity of GFRP-Reinforced UHPC Beams without Stirrups1
Experimental and Numerical Analysis of Steel and Fiber- Reinforced Polymer Concrete Beams under Transverse Load1
Behavior of Reinforced Concrete Beams with Large-Diameter High-Strength Tension-Spliced Bars1
Behavior of Perimeter Beams with Integrity Reinforcement Details of Low Seismic Regions1
Vibration-Based Nondestructive Damage Detection for Concrete Plates1
Compression Tests of Very Large Reinforced Concrete Pile Caps and Comparison with Predicted Strength1
Seismic Performance of Gravity-Load-Designed Beam-Column Joints with Strain-Hardened Cementitious Composite1
Implications of ACI CODE-440.11 Code Provisions on Design of Glass Fiber-Reinforced Polymer-Reinforced Concrete Footings1
Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Precast Concrete Tunnel Segments1
Experimental Study on Restraining Headed Bars in Roof- Exterior Connection1
Assessment of Deflection Prediction Models for Cracked Prestressed Concrete Beams1
Seismic-Fire-Combined Loadings Applied to Carbon Fiber-Reinforced Polymer-Confined Reinforced Concrete Columns1
Near-Surface Mounting-Strengthened Reinforced Concrete Beams Incorporating Glass Fiber-Reinforced Polymer Channels1
Modeling of Building Diaphragms for Nonlinear Response- History Analysis1
Approach for Production of Textile-Reinforced Beams and Slabs Using Three-Dimensional Concrete Printing1
Shear Critical Deep Beams with Embedded Functionally Graded Concrete Struts1
Cyclic Lateral Load Test for Shear Wall with Coupling Slab1
Effect of High Axial Load on Cyclic Response of Exterior Beam-Column Joints with High-Strength Reinforcement1
Simplified Strut-and-Tie Model for Shear Strength Prediction of Reinforced Concrete Low-Rise Walls1
Stiffness Reduction Factor for Slender Concrete Column Reinforced with Fiber-Reinforced Polymer Bars1
Strength and Serviceability of Shear-Critical Post-Tensioned Girders1
Use of Unstressed Seven-Wire Strands as Longitudinal Reinforcement of Concrete Beams1
Deflection Control Methodologies for Curvilinear Concrete Members Reinforced with Glass Fiber-Reinforced Polymer Bars1
Reliability Assessment and Strength Reduction Factor Calibration for Screw Anchors Concrete Breakout1
Behavior of Reinforced Concrete Columns with Hybrid Reinforcement (Steel/Glass Fiber-Reinforced Polymer) under Reversed Cyclic Load1
Early-Age Cracking Resistance of Reinforced High- Strength Concrete1
Nonlinear Modeling of Reinforced Concrete Columns under Cyclic Loading1
Effect of Cast-in-Place Concrete and Stirrups on Shear Capacity of Precast Composite Hollow-Core Slabs1
Surface-Dependent Interfacial Characteristics of Glass Fiber-Reinforced Polymer Bars in Concrete1
Performance of Glass Fiber-Reinforced Polymer-Reinforced Concrete Piles Exposed to Laboratory-Simulated Marine Environments1
Novel Truss Analogy Model to Predict Full Response of Reinforced Concrete Deep Beams1
Behavior of Flange Connectors of Precast Prestressed Double Tees1
Side-Face Blowout Failure of Headed Bars in High-Strength Concrete1
Dowel Bar Contribution to Bond Deterioration under Cyclic Loading0
Seismic Behavior of Monolithic Exterior Beam-Column Connections with Unbonded Post-Tensioning0
Simulated Seismic Damage Evolution in Concrete Shear Walls0
Evaluation of Tensile and Shear Strengths of Fine Ceramics Inserts0
Precast Concrete Bridge Column-Footing Connections with Recessed Grouted Splice Sleeve Connectors0
Maximum Shear Strength of Reinforced Concrete Deep Beams0
Cementitious Resins for Strengthening Reinforced Concrete Beams with Near-Surface-Mounted Carbon Fiber- Reinforced Polymer0
Tensile Behavior of Fiber-Reinforced Polymer Sheets Under Elevated Temperatures0
A Statistical Approach to Modeling the Reduced Flexural Capacity of Corrosion-Damaged Reinforced Concrete Beams0
Local Bond-Slip Behavior of Reinforcing Bars in High- Performance Steel Fiber-Reinforced Concrete Beams0
Cellular Automata for Corrosion in Carbon Fiber- Reinforced Polymer-Strengthened Bridge Columns0
Curvilinearity Effect on Flexural and Shear Strengths of Vertically Curved Glass Fiber-Reinforced Polymer-Reinforced Concrete Flexural Members0
Bond Strength of Reinforcing Bars Using Bearing Angle Model0
Reinforced Masonry Building Under Lateral Loading-A Numerical Study (Open Source)0
Bond Strength between High-Performance Concrete and 7 mm Non-Pretensioned Plain Steel Wire0
Thickness of Glass Fiber-Reinforced Polymer-Reinforced Concrete Slabs0
Reliability of Proposed Three-Dimensional Finite Element Method Prestressing Analysis (Open Source)0
Size Effect on Stress-Strain Model of Carbon Fiber- Reinforced Polymer Transverse Steel Reinforcement- Confined Concrete0
Deep Learning for Detection and Characterization of Cracking in Ultra-High-Performance Concrete0
Punching Shear Strength of Isolated Concrete Column Footings with Low Shear Span-Depth Ratios0
Modifying the Concrete Breakout Area with a Bearing Plate to Change Capacity0
Modeling of Near-Surface-Mounted Fiber-Reinforced Polymer Strips to Concrete0
Effect of Bond Condition on Cyclic Behavior of Post- Tensioned Concrete Beams with Carbon Fiber-Reinforced Polymer Tendons0
Seismic Behavior of Frames with Special-Shaped Concrete-Filled Steel Tubular Columns and H-Shaped Steel Beams0
Cyclic Behavior of Steel-Jacket-Confined Ultra-High- Strength Concrete-Filled Steel Tubular Columns0
Effect of Slenderness Ratio on Glass Fiber-Reinforced Polymer-Reinforced High-Strength Concrete Columns0
Slenderness Limit for Glass Fiber-Reinforced Polymer Reinforced Concrete Columns: Reliability-Based Approach0
Experiments on Partially Coupled Concrete Wall System with Perforated Steel Beam0
Cyclic Behavior of Short Reinforced Concrete Coupling Beams Confined by Steel Plates0
Flexural Noncontact Lap Splices in Ultra-High- Performance Concrete0
Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members0
Shear Behavior of Precast Concrete Box Culverts Reinforced with Glass Fiber-Reinforced Polymer Bars under Concentrated Load0
Effect of Staggering Distances on Splice Strength of New-Generation Glass Fiber-Reinforced Polymer Reinforcing Bars0
Evaluation of Concrete Anchorage for Rail Direct Fixation Fastener0
Shear Behavior of Thermally Damaged Reinforced Concrete Beams0
Experimental Investigation of Deep Beams with High‑Strength Headed Shear Reinforcement, Part I0
Assessment and Simplification of American Association of State Highway and Transportation Officials Sectional Shear Design Using V-M Interaction Diagram0
Tests of Collared Concrete Columns under Eccentric Axial Load0
Shear Strength of Reinforced Concrete Columns with External Post-Tensioned Clamps0
Design Tool for Finding Minimum Heights of Reinforced Concrete Beams and One-Way Slabs0
Thermomechanical Hysteresis of Reinforced Concrete Beams Retrofitted with Carbon Fiber-Reinforced Polymer and Ultra-High-Performance Concrete0
Comparison of Post-Tensioned Slabs with Banded-Uniform and Banded-Banded Tendon Arrangements0
Uncertainty Modeling and Analysis of Punching Shear Resistance of Flat Slabs0
Behavior of Reinforcing Bar-to-Concrete Bond under High Sustained Load0
Modified Shear Design Model for Steel- and Fiber- Reinforced Polymer-Reinforced Concrete Beams0
Effective Compressive Strength of Reinforced Concrete Columns with Intervening Floor Slab0
Transferring Reaction Forces by External Post-Tensioning of Load-Bearing Shear Walls0
Axial Load-Bending Moment (P-M) Interaction of Geopolymer Fiber-Reinforced Concrete Slender Columns Reinforced with Steel, Glass Fiber-Reinforced Polymer, or Hybrid Double Layer0
Experimental Study to Predict Bond-Slip Behavior of Corroded Reinforced Concrete Columns0
Z-Shaped Load Path: A Unifying Approach to Developing Strut-and-Tie Models0
Mitigation of Early Thermal Contraction Cracks in Massive Footings0
Shear Capacity of Reinforced Concrete Made with Belitic Calcium Sulfoaluminate Cement0
Design and Detailing of Glass Fiber-Reinforced Polymer-Reinforced Concrete Beams According to ACI CODE-440.11-220
Recommended Parameters for the Takeda Degrading Stiffness Hysteresis for RC Circular Bridge Columns0
Hysteresis Evaluation of Discrete Damper with Adaptive Shear Links for Extensively Damaged Reinforced Concrete Frame0
Flexural Behavior of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Prestressing ScrewThreaded Steel Bars Using Digital Image Correlation Method0
Anchor Performance in Cyclically Loaded Shear Walls0
Cyclic Out-of-Plane Testing of Clay Brick Masonry Walls Strengthened with Glass Fiber-Reinforced Polymer Strips0
Assessment of Use of Steel Bars with Unintended High Strength in Tied Columns0
Design Approach for Flexural Strength of Reinforced Ultra- High-Performance Concrete Members Considering Size Effect0
Seismic Effect of Reinforcement around Circular Opening in Reinforced Concrete Beam0
Effect of Salt-Frost Cycles and Impact Loads on Residual Axial Capacity of Reinforced Concrete Column0
Compressive Behavior of Thin Rectangular Boundary Elements0
Cracks Development, Brittle Failure, and Design of Concrete Elements0
Implications of Sustained Load for Behavior of CFRP-Confined Columns0
Deflection Calculation for Reinforced Ultra-High- Performance Concrete Beams Based on Effective Moment of Inertia0
Seismic Performance of Five-Spiral Concrete Columns with Large-Diameter Longitudinal Reinforcement0
Interface Shear of Ultra-High-Performance Concrete0
Time-Dependent Behavior of Concrete Beams Externally Prestressed with Carbon Fiber-Reinforced Polymer Tendons for 1000 Days0
Basalt Fiber-Reinforced Polymer and Hybrid Grid-Confined Concrete with Organic/Inorganic Resins0
Bond Strength and Development Length Models for Straight Plain Longitudinal Reinforcement in Tension0
Numerical Analysis of Ultimate State of Reinforced Concrete Slabs under Low-Velocity Impact0
Theoretical Analysis on Axial Load Ratio Limit of Slender Ultra-High-Performance Concrete Wall-Type Piers0
Bond Performance between Normal-Strength Concrete and Sand-Lightweight Concrete0
Shear Strength Degradation Model for Performance-Based Design of Short Coupling Beams0
High-Performance Concrete with Polypropylene Microfibers for Fire Safety0
Confinement Reinforcement of High-Strength Reinforced Concrete Tied Columns under High Axial Load0
Design and Detailing Guidelines for Axially Loaded Ultra- High-Performance Concrete Columns0
Numerical Modeling of Squat Reinforced Concrete Shear Walls with High-Strength Materials0
Residual Seismic Capacity of Reinforced Concrete Walls with Unconfined Boundaries0
Shear Capacity Prediction for Fiber-Reinforced Polymer Bar-Reinforced Concrete Beams Based on Gray Correlation Analysis0
Shear Hinge Model for Analysis of Reinforced Concrete Columns0
Extended Strut-and-Tie Model for Punching-Shear Strength of Fiber-Reinforced Polymer-Reinforced Concrete Edge- Slab Column Connections0
Experimental Investigation on Precast Bridge Deck Panel System0
Seismic Performance of Precast Hollow-Core Floors: Part 1—Experimental Data0
Vibration Behavior of Post-Tensioned Concrete Slabs0
Long-Term Mechanical Properties of Geopolymer Aggregate Concrete0
Geopolymer Flat Slabs with Synthetic Coarse Aggregate under Punching0
Punching Shear Strength of Post-Tensioned Ultra-High- Performance Concrete Plates0
Experimental Study on Seismic Behavior of Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars0
Effect of Fiber-Reinforced Polymer-Compression Reinforcement in Columns Subjected to Concentric and Eccentric Loading0
Influence of Textile Reinforcement on Masonry Walls Subjected to In-Plane Loads0
From Global to Local Deformations of Concrete Frame Members Accounting for Steel Properties0
Shear Behavior of Reinforcing Bar-Free Ultra-High-Performance Concrete Considering Axial Load Effects and Fiber Alignment0
Performance of Lightweight Self-Consolidating Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars without Stirrups under Shear0
Modification of Approximate Method of ACI 318 Prestressed Concrete Shear Provision0
Tensile Response of Reinforced Ultra-High-Performance Fiber-Reinforced Cementitious Composites: Modeling and Design Recommendations0
Load Factors for Residual Capacity of Bridges Strengthened with Carbon Fiber-Reinforced Polymer0
Effect of Beam Depth on Anchorage Strength of Hooked and Headed Bars0
Cyclic Nonlinear Modeling Parameters for Unconfined Beam-Column Joints0
Calculation of the Effective Section of Cracked Concrete Beams Based on Gradual Strain Distributions0
Seismic Performance of Precast Multi-span Frame System Integrated by Unbonded Tendons0
Experimental Study of Concrete Columns Reinforced with Lap-Spliced Glass Fiber-Reinforced Polymer Bars under Seismic Load0
Prediction Model for Fiber Splay Anchors in Strengthening Applications0
Effect of Reinforcement Layers, Side Cover, and Bond Stress on Curved-Bar Nodes0
Response of Prestressed Concrete Beams Subjected to Shear and Torsion0
Axial Behavior of Columns Confined with Engineered Cementitious Composite0
Nonlinear Modeling Parameters of Reinforced Concrete Coupling Beams0
Pullout Strength of Embed Plates with Welded Anchor Bars in Concrete0
Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns Subjected to Simulated Seismic Load0
Mechanical- and Data-Driven Model for Probabilistic Shear Strength of Interior Beam-Column Joints0
Analytical and Parametric Studies on Flexural Performance of Reinforced Concrete Beams Strengthened by Fiber- Reinforced Geopolymer Composites0
Ultra-High-Toughness Concrete Retrofitted Boundary Column Shear Walls: Tests and Capacity Prediction0
Behavior of Unbonded Post-Tensioned Concrete Slabs Exposed to Fire0
Seismic Performance Evaluation of Precast Prestressed Concrete Frames Containing Recycled Aggregates0
Direct Tension Tests of Concrete Reinforced with Hooked Steel Fibers0
Glass Fiber-Reinforced Polymer-Reinforced Beam-Column Connections with Novel Connection Details0
Seismic Behavior of High-Strength Concrete Circular Columns Reinforced with Glass Fiber-Reinforced Polymer Bars0
Stress-Strain Model of High-Strength Concrete Infilled in Steel Tube0
Side-Face Blowout Strength of Two-Layer Headed Bars Embedded in Exterior Beam-Column Joints0
Optimized Structural Design of Concrete Pile Plug in Steel Pipe Piles0
Behavior of Fiber-Reinforced Polymer Sheet-to-Concrete Bond under Elevated Temperatures0
Universal Plastic Hinge Length for Reinforced Concrete Walls0
Steel-/Carbon Fiber-Reinforced Polymer-Prestressed Concrete Girders in Simulated Hydrocarbon Fire0
Shear Strength of Extruded, Prestressed Steel Fiber- Reinforced Concrete Hollow-Core Slabs0
Influence of Recycled Expanded Polystyrene for Sustainable Structural Concrete0
Shear Tests on Post-Tensioned High-Strength Self- Consolidating Concrete I-Beams under Distributed Loads0
Post-Tensioning Effect of Segmented and Monolithic Reactive Powder Concrete Shell-Arch Member0
Bond Strength of Tension Lap Splices in Pre-Damaged Reinforced Concrete Beams Retrofitted with Carbon Fiber- Reinforced Polymer and Ultra-High-Performance Concrete0
Experimental Study on Hysteretic Behavior of Concrete- Filled Square Carbon Fiber-Reinforced Polymer Steel Tubular Beam-Column0
Flexural and Durability Performance of Seawater-Mixed Glass Fiber-Reinforced Polymer-Reinforced Concrete Slabs0
Post-Tensioned Self-Centering System Efficiency against Extreme Wind Loads0
Interface Shear Strength under Monotonic and Cyclic Loading0
Punching-Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Edge Column-Slab Connections: Experimental and Analytical Investigations0
Strut-and-Tie Models Using Multi-Material and Multi- Volume Topology Optimization: Load Path Approach0
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