Flexural Behavior of Drilled Shafts with Minor Flaws

Flexural Behavior of Slender Post-Tensioned Masonry Walls
The 2002 edition of the Masonry Standards Joint Committee (MSJC, 2002) design provisions for masonry structures includes a chapter on the design of post-tensioned masonry (PTM) walls with...

Overview of Structural Behavior of Members Subjected to Torsion
The torsion strength of concrete beams depends on many factors, such as the amount of reinforcement, the volumetric ratios of longitudinal and transverse steel bars, the concrete strength,...

Advances in Analytical Modeling of Torsional Members
The basic formula for calculating the torsional strength of reinforced concrete members was developed by Rausch (1929) using the space truss concept. Unfortunately, Rausch's equation may...

Physical Method to Increase Shotcrete Early-Age Strength

Early Strength and Physical Properties in Accelerated Shotcrete

Early Age Properties of Shotcrete

Calcium Sulfo-Aluminate Based Accelerator for High-Strength Shotcrete in Japan

Comparison of Concrete Models for Cyclic Loading

2D and 3D Multi-Directional Cracked Concrete Model under Reversed Cyclic Stresses

A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members

Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns

Smeared Fracture FE-Analysis of Reinforced Concrete Structures—Theory and Examples

Development of Lattice Equivalent Continuum Model for Analysis of Cyclic Behavior of Reinforced Concrete

RC Beam-Column FE Including Bond-Slip

Lattice Model Prediction for Ultimate Deformation of RC Columns Subjected to Cyclic Loading

Cyclic Analysis of RC Columns: Macro-Element Approach

Size Effect in Shear Strength of RC Beams: Experiment, FE Analysis, and Design Formula

Tension Stiffening Effect in RC Beams with Steel Fiber

Three-Dimensional Shear Failure of RC Columns after Cyclic Loading





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