|
Concrete in Transit Structures |
|
|
|
|
|
Superplasticized Cement Applications in Azerbaijan and Other States of the Former USSR |
|
|
|
|
|
Influence of Drying on the Chloride Ion Permeability of HPC |
|
|
|
|
|
Experience - An Important Component in Creating Structures |
|
|
|
|
|
Updating Concrete Drying-Shrinkage Prediction Models for Local Materials |
|
|
|
|
|
Untoppled Historic Tipple |
|
|
|
|
|
Precast Concrete Products Using Industrial By-Products |
|
|
|
|
|
Evaluation of Static Stability of Self-Consolidating Concrete |
|
|
|
|
|
System Dynamics Model for Sustainable Cement and Concrete: Novel Tool for Policy Analysis |
|
|
|
|
|
Abyss in East Texas |
|
|
|
|
|
Long-Term Performance of Alumina Cement Concrete Mixed with Tap Water and Seawater |
|
|
|
|
|
Drying Shrinkage of Concrete Reinforced with Fibers and Welded-Wire Fabric |
|
|
|
|
|
Micromechanics-Based Durability Study of Polyvinyl Alcohol-Engineered Cementitious Composite |
|
|
|
|
|
Fabric-Formed Concrete Columns |
|
|
|
|
|
Decorative Concreting - Where It???s Been and Going! |
|
|
|
|
|
Deco-Tilt with thin brick, block |
|
|
|
|
|
Paradigms in Concrete Design and Aesthetics |
|
|
|
|
|
Pioneering Efforts in Decorative Concrete Flatwork |
|
|
|
|
|
Upgrading Concrete Floors |
|
|
|
|
|
Satisfying the Decorative Concrete Customer |
|
|
|
|
|
Successful Colored Flatwork |
|
|
|
|
|
Landmark Series: Concrete Strength in Structures |
|
|
|
|
|
Looking Back |
|
|
|
|
|
Load Testing a CFRP-Reinforced Bridge |
|
|
|
|
|
Reinforcing Understanding in the Laboratory |
|
|
|
|
|
Testing Anchors in Cracked Concrete |
|
|
|
|
|
In-Place Corrosion Monitoring |
|
|
|
|
|
Second Nanjing Yangtze River Bridge |
|
|
|
|
|
A Time to Build Up, a Time to Tear Down |
|
|
|
|
|
Flat-Rate Design Method for Low- and Medium-Rise Reinforced Concrete Structures |
|
|
|
|
|
Rapid Deck Replacement |
|
|
|
|
|
Tension Stiffening and Cracking of High-Strength Reinforced Concrete Tension Members |
|
|
|
|
|
Mechanical Properties of High-Strength Concrete for Prestressed Members |
|
|
|
|
|
Composite Response of High-Strength Concrete Confined by Circular Steel Tube |
|
|
|
|
|
FRP Bars for Bridges |
|
|
|
|
|
Rectangular Stress Block for High-Strength Concrete |
|
|
|
|
|
Shear Stiffness and Strength of HorizontalConstruction Joints |
|
|
|
|
|
Rehabilitation of Reinforced Concrete Frames with Reinforced Concrete Infills |
|
|
|
|
|
Concrete-Steel Bond Model for Use in Finite Element Modeling of Reinforced Concrete Structures |
|
|
|
|
|
Fiber-Reinforced Polymer Retrofitting of Rectangular Reinforced Concrete Columns with or without Corrosion |
|
|
|
|
|
Equivalent Uniform Moment Diagram Factor for Reinforced Concrete Columns |
|
|
|
|
|
Prediction of Crack Width for Fiber-ReinforcedPolymer-Reinforced Concrete Beams |
|
|
|
|
|
Force-Displacement Characterization of Well-Confined Bridge Piers |
|
|
|
|
|
Double-Head Studs as Shear Reinforcement in Concrete I-Beams |
|
|
|
|
|
Performance-Based Specifications for Concrete |
|
|
|
|
|
Seismic Performance of Two-Column Bents - Part I: Retrofit with Carbon Fiber-Reinforced Polymer Fabrics |
|
|
|
|
|
Web Crushing Capacity of Hollow Rectangular Bridge Piers |
|
|
|
|
|
Controlling Concrete Cracking and Curling |
|
|
|
|
|
PT Grout: Bleed water voids |
|
|
|
|
|
Predicting Drying Shrinkage of Concrete |
|
|
|
|
