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

A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members

Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns

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

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

Behavior of Cyclically Loaded Shear Walls

Ultimate Bearing Capacity of Small Diameter Steel Pipe Piles

Strength Increase in Soft Clay Surrounding Jet Grouted Soil Mass

Evaluation of Axial Compression Behavior of Micropiles

Soil Strengthening by Grouting

Mini-Pile Case Histories and a Tensile Load Test on an Instrumented Mini-Pile

Effect of Column-to-Beam Strength Ratio on Seismic Performance of RC Moment Frames
Reinforced concrete (RC) moment frames are often used in building applications. During strong earthquake excitations, such buildings have been subject to soft-story or column sidesway...

New Concepts in Structural Strength Assessment for Large Buildings in Fire
This paper presents theoretical descriptions of the key phenomena that govern the behaviour of composite framed structures in fire. These descriptions have been developed in parallel with...

Cyclic Behavior of Three-Dimensional Partially-Restrained Composite Connections
This paper describes the test of a full-scale, bi-directional, PR composite beam-to-column connection. The PR connection consisted of continuous reinforcement bars across the column and...

 

 

 

 

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