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Cable Stay Cradle System Improves Bridge Aesthetics and Economy |
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Application of Fibrillated Polypropylene Fibers for Restraint of Plastic Shrinkage Cracking inSilica Fume Concrete |
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High-Performance High-Volume Fly Ash Concrete |
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Effect of Large-Diameter Polymeric Fibers on Shrinkage Cracking of Cement Composites |
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Microstructures and Interfaces in Concrete after 15 Years of Exposure in Tidal Environment |
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Shock Vibration Test of Concrete |
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100 Years of Concrete at SEPTA |
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Permeability of Cracked Hybrid Fiber-Reinforced Mortar under Load |
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Solution Tests of Corrosion-Inhibiting Admixtures for Reinforced Concrete |
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Lap Splice Length and Fatigue Performance ofFiber-Reinforced Polymer Laminates |
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Effects of Metakaolin and Silica Fume on Propertiesof Concrete |
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Admixture Blends in Steel Fiber-Reinforced Dry-Mix Shotcrete |
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Effect of High Temperature on Residual Mechanical Properties of Confined and UnconfinedHigh-Strength Concrete |
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Air-Void Stability in Self-Consolidating Concrete |
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Taming the Great Dragon???Three Gorges Dam |
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Shrinkage-Compensating Concrete Made With An Expansive Component |
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Guidelines for Evaluation of a Structure with Unbonded Post-tensioning Tendons |
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Heavily Reinforced Shearwalls and Mass Foundations Built with ???Green??? Concrete |
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Using Mineral and Chemical Durability Enhancing Admixtures in Structural Concrete |
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Strain-Related Strength Reduction Factors <font face=symbol>j</font> According to ACI 318-02 |
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Efflorescence???Surface Blemish or Internal Problem? Part 1: The Knowledge |
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Using Advance Lithium Technology to Combat ASR |
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Concrete Comments |
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Crack-Free, High-Performance Concrete Structures |
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Concrete Comments |
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SUVs and Parking Structures: Is There a Weight Problem? |
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Resurfacing a Suspension Bridge |
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Efflorescence???Surface Blemish or Internal Problem? Part 2: Situation in Practice |
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Epoxy Reinforcement for 100-year Road Structure in Chicago |
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Shrinkage and Temperature Reinforcement |
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Influence of Beam Size, Longitudinal Reinforcement, and Stirrup Effectiveness on Concrete Shear Strength |
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Double-Headed Studs Improve Corbel Reinforcement |
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Bond-Slip Response of Reinforcing Bars Grouted in Ducts |
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Transfer Length of Strands in Prestressed Concrete Piles |
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Computer-Based Tools for Design by Strut-and-Tie Method: Advances and Challenges |
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Rigid-Body-Spring Network Modeling of Prestressed Concrete Members |
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Cyclic Testing of Slab-Column Connections withShear Reinforcement |
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Detailing of Steel Fiber-Reinforced ConcreteOpening Corners |
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Aseismic Design of Tall Reinforced Concrete Chimneys |
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Computer Modeling Eases Layout, Formwork, Construction at L.A. Cathedral |
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Poisson Effect in Reinforced Concrete Membrane Elements |
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Seismic Response Evaluation of UnbondedPost-Tensioned Precast Walls |
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Performance of Decommissioned ReinforcedConcrete Girders Strengthened with Fiber-Reinforced Polymer Laminates |
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Seismic Design of Columns with High-Strength Wire andStrand as Spiral Reinforcement |
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Special Formwork for Tilt-Up |
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Response of Externally Post-Tensioned Continuous Members |
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Flexural Strengthening of Four 76-Year-Old T-Beamswith Various Fiber-Reinforced Polymer Systems:Testing and Analysis |
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Strengthening of Concrete Beams Using Innovative Ductile Fiber-Reinforced Polymer Fabric |
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Effect of Specimen Sizes on ACI Rectangular Stress Block for Concrete Flexural Members |
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Concrete Comments |
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