|
First Year Monitoring of the First Air-EntrainedHigh-Performance Bridge in North America |
|
|
|
|
|
Sport Utility Vehicles and the Design of Parking Garages |
|
|
|
|
|
Behavior of Externally Prestressed Concrete Beamswith Multiple Deviators |
|
|
|
|
|
Performance of Concrete Bridge Decks and SlabsReinforced with Epoxy-Coated Steel underRepeated Loading |
|
|
|
|
|
Design Procedure for Reinforced Concrete Beamswith Large Web Openings |
|
|
|
|
|
Transverse Steel Content in Spiral Concrete ColumnsSubject to Eccentric Loading |
|
|
|
|
|
Trusses Instead of Solid Webs? |
|
|
|
|
|
Time-Dependent Analysis of Reinforced andPrestressed Concrete Members |
|
|
|
|
|
Behavior of Structural Concrete Elements Designedto the Concept of the Compressive Force Path |
|
|
|
|
|
Design of Deep Pile Caps by Strut-and-Tie Models |
|
|
|
|
|
Numerical Investigation of Eccentrically LoadedHigh-Strength Concrete Tied Columns |
|
|
|
|
|
Truss Model and Failure Mechanism for BarDevelopment in C-C-T Nodes |
|
|
|
|
|
Detecting Voids in Grouted Tendon Ducts ofPost-Tensioned Concrete Structures Using theImpact-Echo Method |
|
|
|
|
|
Seismic Performance of Circular Columns withLow Longitudinal Reinforcement Ratios |
|
|
|
|
|
Bond Strength of Grouted Reinforcing Bars |
|
|
|
|
|
Analytical Computation of the Punching Strengthof Reinforced Concrete |
|
|
|
|
|
Flexural Strength of Externally PrestressedConcrete Bridges |
|
|
|
|
|
Flexural Strength of Reinforced Polymer ConcreteMade with Recycled Plastic Waste |
|
|
|
|
|
The Performance of Epoxy-CoatedShear Reinforcement |
|
|
|
|
|
Modeling Nonlinear Bond-Slip Behavior for Finite ElementAnalyses of Reinforced Concrete Structures |
|
|
|
|
|
Effect of High-Strength Concrete Columns onthe Behavior of Slab-Column Connections |
|
|
|
|
|
Performance of High-Strength Concrete Corbels |
|
|
|
|
|
Minimum Shear Reinforcement in Normal, Medium,and High-Strength Concrete Beams |
|
|
|
|
|
Tests of Eccentrically Loaded High-StrengthConcrete Columns |
|
|
|
|
|
Field Measurements of Prestress Losses inExternal Tendons |
|
|
|
|
|
Method and Theory for Nondestructive Determinationof Fracture Energy in Concrete Structures |
|
|
|
|
|
Refined Model to Estimate Torsional Strength ofReinforced Concrete Beams |
|
|
|
|
|
What???s Next in Tilt-up Construction? |
|
|
|
|
|
Influence of Steel Fibers and Compression Reinforcementon Deflection of High-Strength Concrete Beams |
|
|
|
|
|
Shrinkage Behavior of Steel-Concrete Composite Beams |
|
|
|
|
|
Strength of Masonry Subjected to Combined Actions |
|
|
|
|
|
Three-Dimensional Fiber-Reinforced Plastic Grating Cagesfor Concrete Beams: A Pilot Study |
|
|
|
|
|
Resistance Mechanism Model for Reinforced Concrete FlatSlab-Column Frame Connections |
|
|
|
|
|
Flexural Behavior of High-Strength Concrete Beams |
|
|
|
|
|
Service Load Analysis of Slender R-C Columns |
|
|
|
|
|
Fracture Mechanics Application to Evaluate the FailureMode and Ultimate Strength of Tailgate Walls in a Hydropower plant. |
|
|
|
|
|
Axial Load-Moment Interaction for Cross-Sections HavingLongitudinal Reinforcement Arranged in a Circle |
|
|
|
|
|
Showing How to Make Concrete Beautiful |
|
|
|
|
|
Flat Slab Thickness Required to Satisfy ServiceabilityIncluding Early Age Construction Loads |
|
|
|
|
|
High-Strength Concrete Columns under SimulatedEarthquake Loading |
|
|
|
|
|
Analysis of Flat Slab Structures Subjected to CombinedLateral and Gravity Loads |
|
|
|
|
|
Effect of Softening Models on Behavior of ReinforcedConcrete Framed Shearwalls |
|
|
|
|
|
ACI Shear and Torsion Provisions for Prestressed HollowGirders , |
|
|
|
|
|
Renewed Assessment of Creep and Shrinkage Effects inReinforced Concrete Beams |
|
|
|
|
|
Main Tension Steel in High Strength Concrete Deep andShort Beams |
|
|
|
|
|
Influence of Steel Fibers on Tension Stiffening |
|
|
|
|
|
Impact-Echo: The Complete Story |
|
|
|
|
|
Danish Investigations on Silica Fume Concretesat Elevated Temperatures |
|
|
|
|
|
Optimization of Concrete Mix Proportioning Using ReducedFactorial Experimental Technique |
|
|
|
|
|
Compressive Strength of Concrete Containing Fly Ash, Brine,and Admixtures |
|
|
|
|
