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...

Members Subjected to Torsion Combined with Other Actions
The combination of torsion with bending and shear (T-M-V) in members with both transverse and longitudinal reinforcement is the most commonly encountered combination in practical cases....

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

Performance Evaluation of Damage and Plasticity Formulations for Concrete

Post-Peak Analysis of Reinforced Concrete Using Localization Signal

A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members

Entire Load-Displacement Characteristics for Direct Shear Failure of Concrete

Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns

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

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

Response Analysis of Reinforced Concrete Frames in Railroad Viaducts Damaged by the Hyogo-Ken-Nanbu Earthquake

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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