|
Modeling of Direct Load Transmission in Lightweight-Concrete-Core Sandwich Beams |
|
|
|
|
|
Twisting Moments in Two-Way Slabs |
|
|
|
|
|
Seismic Behavior of Shear-Dominated Reinforced Concrete Columns at Low Temperatures |
|
|
|
|
|
Shear Strength of Lightly Reinforced Wall Piers and Spandrels |
|
|
|
|
|
Inclusion of Smeared Cyclic Bond-Slip Behavior in Two-Dimensional Membrane Elements |
|
|
|
|
|
Effective Stiffness of Reinforced Concrete Columns |
|
|
|
|
|
Batching, Mixing, Placing, and Finishing Steel Fiber-Reinforced Floors |
|
|
|
|
|
Applications of Critical Shear Crack Theory to Punching of Reinforced Concrete Slabs with Transverse Reinforcement |
|
|
|
|
|
Flexural Strengthening of Reinforced Concrete Columns with Near-Surface-Mounted FRP or Stainless Steel |
|
|
|
|
|
Anchorage of Large-Diameter Reinforcing Bars in Ducts |
|
|
|
|
|
Seismic Retrofit of Reinforced Concrete Slab-Column Connections Using Shear Bolts |
|
|
|
|
|
Tensile High Strain-Rate Behavior of Reinforcing Steel from an Existing Bridge |
|
|
|
|
|
Bond Characteristics of ASTM A1035 Steel Reinforcing Bars |
|
|
|
|
|
Bond between Steel and Self-Consolidating Concrete: Experiments and Modeling |
|
|
|
|
|
Voids Beneath Slabs-on-Ground |
|
|
|
|
|
Cold Weather Foundation Construction for Sakhalin II |
|
|
|
|
|
CRSI Detailing Corner: Alternating Bar Sizes |
|
|
|
|
|
Concrete Q & A: Is Power Floating Required with a Broom Finish?; and Temporarily Stopping Construction: An Update |
|
|
|
|
|
Foundations Subjected to Vibration Loads |
|
|
|
|
|
Use of Recycled Rubber Tires in Normal and High-Strength Concretes |
|
|
|
|
|
Critical Corrosion Amount to Cause Cracking of Reinforced Concrete Structures |
|
|
|
|
|
Nonlinear Wave Modulation Spectroscopy Method for Ultra-Accelerated Alkali-Silica Reaction Assessment |
|
|
|
|
|
Graphical User Interface for Proportioning Lightweight Concrete |
|
|
|
|
|
Abrasion Resistance of Concrete in Hydraulic Structures |
|
|
|
|
|
Rheological Control in Production of Engineered Cementitious Composites |
|
|
|
|
|
Modeling Static Segregation of Self-Consolidating Concrete |
|
|
|
|
|
Modeling Dynamic Segregation of Self-Consolidating Concrete |
|
|
|
|
|
Shear Behavior of Macro-Synthetic Fiber-Reinforced Concrete Beams without Stirrups |
|
|
|
|
|
Stephen J. Hayde: Father of the Lightweight Concrete Industry |
|
|
|
|
|
Awards Celebrate the Beauty of Decorative Concrete |
|
|
|
|
|
Artisans Add Another Jewel to the River Walk |
|
|
|
|
|
Anchorage Strength and Behavior of Headed Bars in Exterior Beam-Column Joints |
|
|
|
|
|
Concrete Q & A: Reinforcing Steel Area Needed for a Residential Slab-on-Ground |
|
|
|
|
|
Seismic Behavior of Nonseismically Detailed Interior Beam-Wide Column and Beam-Wall Connections |
|
|
|
|
|
ASA Recognizes Outstanding Shotcrete Projects |
|
|
|
|
|
Progressive Collapse Resistance of Axially-Restrained Frame Beams |
|
|
|
|
|
Carbon Fiber-Reinforced Polymer for Continuity in Existing Reinforced Concrete Buildings Vulnerable to Collapse |
|
|
|
|
|
Span-Depth Ratios for One-Way Members Based on ACI 318 Deflection Limits |
|
|
|
|
|
Tests on Half-Scale, Two-Story, Two-Bay, Moment-Resisting Hybrid Concrete Frames |
|
|
|
|
|
Design Method for Imposed Rotations of Interior Slab-Column Connections |
|
|
|
|
|
Modeling of Squat Structural Walls Controlled by Shear |
|
|
|
|
|
New Formula to Calculate Minimum Flexure Reinforcement for Thick High-Strength Concrete Plates |
|
|
|
|
|
Sectional Analysis of Concrete Structures under Fatigue Loading |
|
|
|
|
|
Evaluation of Load Transfer and Strut Strength of Deep Beams with Short Longitudinal Bar Anchorages |
|
|
|
|
|
Berkeley Takes First Place in Concrete Canoe Competition |
|
|
|
|
|
A Practical Equation for Elastic Modulus of Concrete |
|
|
|
|
|
Cement Industry Environment and Energy Awards |
|
|
|
|
|
Flexural Behavior of Reinforced Concrete Columns Strengthened with Wire Rope and T-Plate Units |
|
|
|
|
|
Punching Strength of Reinforced Concrete Footings |
|
|
|
|
|
Nonlinear Finite Element Modeling of Reinforced Concrete Structures under Impact Loads |
|
|
|
|