|
Measuring Three-Dimensional Damage in Concreteunder Compression |
|
|
|
|
|
Workability of Cement Pastes |
|
|
|
|
|
Tensile Strain-Hardening Behavior of Polyvinyl Alcohol Engineered Cementitious Composite (PVA-ECC) |
|
|
|
|
|
Optimizing Mixture Proportions for FlowableHigh-Performance Concrete via Rheology Tests |
|
|
|
|
|
Prestressing Reinforcement in the New Millennium |
|
|
|
|
|
Ultra-High Performance Fiber-Reinforced Concretes |
|
|
|
|
|
A Pencil, a Pad of Paper, and a Calculator: A Bulwark against Garbage-In/Garbage-Out from your Computer Software |
|
|
|
|
|
Software for Design of Concrete Buildings |
|
|
|
|
|
How Much w in w/cm? |
|
|
|
|
|
Displacement-Based Design of Reinforced Concrete Columns for Confinement |
|
|
|
|
|
Shear Strength of Reinforced Concrete Deep Beams with End Anchorage Failure |
|
|
|
|
|
Strengthening of Two-Way Slabs Using Steel Plates |
|
|
|
|
|
Confined Concrete Columns Subjected to Axial Load, Cyclic Shear, and Cyclic Flexure???Part I: Analytical Models |
|
|
|
|
|
Confined Concrete Columns Subjected to Axial Load, Cyclic Shear, and Cyclic Flexure???Part II: Experimental Program |
|
|
|
|
|
Seismic Performance and Retrofit of Steel Pileto Concrete Cap Connections |
|
|
|
|
|
A Challenge to Concretors |
|
|
|
|
|
Evaluation of Bridge Beam-Column Joints under Simulated Seismic Loading |
|
|
|
|
|
Seismic Behavior of Concrete Columns Confined with Steel and Fiber-Reinforced Polymers |
|
|
|
|
|
Behavior of Three-Dimensional Reinforced ConcreteShear Walls |
|
|
|
|
|
Experimental Investigation of Shear Strength of Epoxy-Modified Longitudinally Reinforced Concrete Beams |
|
|
|
|
|
Shear Friction Tests with High-Strength Concrete |
|
|
|
|
|
Influence of Matrix Ductility on Tension-Stiffening Behavior of Steel Reinforced Engineered Cementitious Composites (ECC) |
|
|
|
|
|
Selecting Durable Repair Materials: Performance Criteria???Summary |
|
|
|
|
|
Controlling Temperatures in Mass Concrete |
|
|
|
|
|
RCC Lift-Joint Strength |
|
|
|
|
|
Cathodic Protection: 12 Years Later and Counting |
|
|
|
|
|
Self-Placing Concrete |
|
|
|
|
|
Early-Age Creep and Shrinkage of BlendedCement Concrete |
|
|
|
|
|
Masonry Saved This Under-Reinforced Building |
|
|
|
|
|
Effect of Exposure to Elevated Temperature on Polypropylene Fiber-Reinforced Concrete |
|
|
|
|
|
Flexural Behaviors of Glass Fiber-Reinforced Polymer (GFRP) Reinforced Engineered Cementitious Composite Beams |
|
|
|
|
|
Estimation of Chloride Ingress in Uncracked and Cracked Concrete Using Measured Surface Concentrations |
|
|
|
|
|
Determination of Elastic Properties of High-Performance Concrete at Early Ages |
|
|
|
|
|
Assessing Concrete Strength Results |
|
|
|
|
|
Residual Strength of Reinforced Concrete Beams Damaged by Alkali-Silica Reaction???Examination of Damage Rating Index Method |
|
|
|
|
|
Decreased Corrosion Initiation Time of Steel in Concrete due to Reinforcing Bar Obstruction of Diffusional Flow |
|
|
|
|
|
Effects of Test Conditions and Mixture Proportions on Behavior of High-Strength Concrete Exposed to High Temperatures |
|
|
|
|
|
Long-Span, Slender Pedestrian Bridges |
|
|
|
|
|
In-Place estimation of concrete strength during the construction of a highway bridge by the maturity method |
|
|
|
|
|
Construction of the My Thuan Cable-Stayed Bridge |
|
|
|
|
|
Owner responsibility in quality verification? |
|
|
|
|
|
Concrete Comments |
|
|
|
|
|
Birdbaths: Expectations vs. Reality |
|
|
|
|
|
Appraising Your Concrete Innovation |
|
|
|
|
|
Bond between Near-Surface Mounted Fiber-Reinforced Polymer Rods and Concrete in Structural Strengthening |
|
|
|
|
|
Conductive-Concrete Overlays |
|
|
|
|
|
Initiation of Chloride-Induced Reinforcement Corrosion in Concrete Structural Members???Prediction |
|
|
|
|
|
Time-Dependent Behavior of Fiber-Reinforced Polymer-Confined Concrete Columns under Axial Loads |
|
|
|
|
|
Numerical Analysis of Quadruple Fastenings withBonded Anchors |
|
|
|
|
|
Mechanical Response of Corroded Steel Reinforcement of Abandoned Concrete Bridge |
|
|
|
|