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

Cyclic Analysis of RC Columns: Macro-Element Approach

Ulitmate Behavior of R/C Bearing Walls: Experiment and Modeling

Compressive Fracture Energy and Fracture Zone Length of Concrete

Size Effect on Stress-Strain Curves of Concrete

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

Behavior of Cyclically Loaded Shear Walls

Control of Residual Displacements of RC Piers by Prestressing

Relationship between Bond and Splitting Force of Deformed Bars with Various Surface Deformations

Embankment Construction in Soft Soils Using Vibro Concrete Columns (VCC)

Sinkhole Remediation beneath a Damaged Structure

Modeling of Inelastic Behavior of RC Structures under Seismic Loads
Proceedings of the U.S.–Japan Seminar on Post-Peak Behavior of Reinforced Concrete Structures Subjected to Seismic Loads: Recent Advances and Challenges on Analysis and Design, held in...

Bell's Bridge Rehabilitation
Bell's Bridge carries Tidewater Drive, a major urban arterial in the City of Norfolk, Virginia, over Wayne Creek, a tributary of the Lafayette River. During a routine inspection in 1995,...

Magnetic Perturbation Imaging for Prestressed Concrete Evaluation
Many prestressed concrete bridge structures in the United States and other parts of the world are over thirty years old and have shown various signs of distress. Corrosion or fracture...

Cross-Frame and Diaphragm Behavior in Skewed Bridges
The author examines the existing specifications and guidance for bracing provisions by AASHTO, AISC, and TxDot, and the need for developing bracing requirements....

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...

The Effect of the Slab on Beam-Column Joint Behavior
The three-dimensional effect of slab interaction on frame behavior has been observed in lateral load tests on beam-column-slab elements....

Update of Serviceability Design Considerations for Low-Rise Steel Buildings
In 1990, the American Institute of Steel Construction published Servicability Design Considerations for Low-Rise Buildings by James M. Fisher and Michael A. West. This document was published...

 

 

 

 

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