# 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 Structuresâ€”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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