|
Early-Age Hydration and Strength Development |
|
|
|
|
|
A Brief Look at Lightning Strikes |
|
|
|
|
|
Durability without Delay |
|
|
|
|
|
Evaluating Riser Height Tolerances for Concrete Stairs |
|
|
|
|
|
Revisiting Low-Alloy Steel Reinforcing Bars |
|
|
|
|
|
Las Vegas Springs Preserve Project |
|
|
|
|
|
Better Pavements through Internal Hydration |
|
|
|
|
|
Performance Evaluation of Carbon Fiber-Reinforced Polymer-Repaired Beams Under Corrosive Environmental Conditions |
|
|
|
|
|
Shear Strength of Steel Fiber-Reinforced Concrete Beams without Web Reinforcement |
|
|
|
|
|
Bond Characteristics of High-Strength Lightweight Concrete |
|
|
|
|
|
Life-Safety and Near-Collapse Capacity Models for Seismic Shear Behavior of Reinforced Concrete Columns |
|
|
|
|
|
Fourth International Workshop-Structural Concrete in the Americas |
|
|
|
|
|
Serviceability of Bridge Deck Slabs with Arching Action |
|
|
|
|
|
Strengthening Concrete Slabs for Punching Shear with Carbon Fiber-Reinforced Polymer Laminates |
|
|
|
|
|
Deflection Control of Concrete MembersBased on Utility Theory |
|
|
|
|
|
Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement |
|
|
|
|
|
Effectiveness of Fiber-Reinforced Polymer in Reducing Corrosion in Marine Environment |
|
|
|
|
|
Dynamic Finite Element Analysis of Young Shotcrete in Rock Tunnels |
|
|
|
|
|
Experimental Investigation of CompositeUltra-High-Performance Fiber-ReinforcedConcrete and Conventional Concrete Members |
|
|
|
|
|
Mechanical Anchorage in Exterior Beam-Column Joints Subjected to Cyclic Loading |
|
|
|
|
|
Discussion from the March-April 2006 ACI Structural Journal/Page 235 (103-S25) |
|
|
|
|
|
Monolithic Launch of the Reggiolo Overpass |
|
|
|
|
|
Durability of GFRP Composite Rods |
|
|
|
|
|
New Technology Keeps Ice Away and Drivers Safe |
|
|
|
|
|
A Designer???s View of Fly Ash Concrete |
|
|
|
|
|
Behavior of Concrete Under Nonproportional BiaxialFatigue Stresses with One Constant |
|
|
|
|
|
ACI Membership Now Includes Added Benefits |
|
|
|
|
|
Water-Induced Swelling Displacements inCore Drilling Method |
|
|
|
|
|
Self-Curing Concrete, Why Not? |
|
|
|
|
|
Tensile Strength of Welded Splices of QST Reinforcing Bars |
|
|
|
|
|
Frost Durability Indexes of Segmental Retaining Wall Units |
|
|
|
|
|
Brazilian Results on Structural Masonry Concrete Blocks |
|
|
|
|
|
Residual Strength of Corrosion-Damaged ReinforcedConcrete Beams |
|
|
|
|
|
Effect of Saturated Lightweight Sand Substitution onShrinkage in 0.35 w/b Concrete |
|
|
|
|
|
ACI Certification Training Conducted in Iraq |
|
|
|
|
|
Properties of Self-Consolidating Concretefor Prestressed Members |
|
|
|
|
|
2006 PCI Bridge Design Awards |
|
|
|
|
|
Evaluation of Fly Ash From Co-Combustion of Coaland Petroleum Coke for Use in Concrete |
|
|
|
|
|
Permeability of Stressed Concrete andRole of Fiber Reinforcement |
|
|
|
|
|
Fracture Energy of Concrete by Maturity Method |
|
|
|
|
|
Methods for Calculating Activation Energyfor Portland Cement |
|
|
|
|
|
Workability of No-Slump Concrete |
|
|
|
|
|
D.C. Feels the Heat |
|
|
|
|
|
CSI: The Organization |
|
|
|
|
|
Productive Pumping |
|
|
|
|
|
Strength Evaluation by Load Testing |
|
|
|
|
|
Punching of Post-Tensioned Slabs???Tests and Codes |
|
|
|
|
|
Raising Research Effectiveness |
|
|
|
|
|
Modeling of Strain Penetration Effects in Fiber-BasedAnalysis of Reinforced Concrete StructuresConcrete Structures |
|
|
|
|
|
Glass Fiber-Reinforced Latex Modified Concrete |
|
|
|
|
