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

Localization Issues in Nonlinear Frame Elements

Cyclic Analysis of RC Columns: Macro-Element Approach

Tension Stiffening Effect in RC Beams with Steel Fiber

Three-Dimensional Shear Failure of RC Columns after Cyclic Loading

Shotcrete for Underground Support VIII
This proceedings contains papers presented at the Eighth International Conference on Shotcrete for Underground Support, which took place in Campos do Jordão, Brazil, in April 1999. It...

Structural Steel Selection Considerations
A Guide for Students, Educators, Designers, and Builders
Sponsored by the Structural Engineering Institute of ASCE; American Institute of Steel Construction, Inc. This report describes the properties of steel...

Ultimate Bearing Capacity of Small Diameter Steel Pipe Piles

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

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...

Maintenance of Diaphragm-Girder Connections
Fatigue cracking at diaphragm-girder connections and at similar connections of cross-frames and floorbeams have been common in steel highway bridges for the past 20 or 30 years. Fatigue...

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...

Evolution of Composite Floor Systems in the United States
Composite floor systems, which combine structural steel beams with a cast-in-place concrete slab, have grown in popularity in the U.S. during the past 40 years. In most early applications,...

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...

Shear Performance of Prestressed RC Interior Beam-Column Joints

Modeling of Shear Beahvior of RC Bridge Structures

Mechanical Properties of Early Age Steel Fibre Reinforced Shotcrete

Moment Resisting Steel Frames—Background to Present Problems

 

 

 

 

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