Twin Crossings
The Hungerford Bridge actually comprises twin pedestrian bridges that are being constructed on either side of an operational 19th century railway bridge over the River Thames in London....

Countering Chemical and Biological Terrorism
Prior to the terrorist attacks of September 11, building protection related to terrorism primarily focused on the threat of bombs detonated inside vechicles. However the September 2001...

The Chernobyl Problem
When the infamous accident at the Chernobyl Nuclear Power Plant occurred in April 1986—a catastrophe that involved an explosion that blew off the top of one of the plant's...

Repeat Performance
Working with a budget of $10 million, engineers designing a new high-rise residential structure in New York City had to find creative ways to control costs. One budget-saving idea was...

Effect of Aluminum Compression on ACSR Conductor Sags at High Operating Temperatures
Deregulation and restructuring are sweeping the electric utility industry in the United States. As a result, many utility engineers are analyzing, re-rating, and upgrading their most critical...

Ahead of the Curve
Four curved steel girder bridges for Pittsburgh's light-rail project posed challenges ranging from multiple site constraints to special rail loads and welded rail interactions....

A Reinforced Concrete Model for Analyzing Inelastic Behavior of RC Members

Post-Peak Cyclic Behavior and Ductility of Reinforced Concrete Columns

FEM Analysis for Structural Performance Design of Concrete Structures

Finite Element Analysis of RC Beam-Column Bridge Connections

Modeling of Shear Beahvior of RC Bridge Structures

RC Beam-Column FE Including Bond-Slip

Ductility and Failure Modes of Single Reinforced Concrete Columns

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

Transverse Reinforcement Requirements for Reinforced Concrete Columns Subjected to Ielastic Shear Reversals: A Summary of Two Different Approaches

Three-Dimensional Shear Failure of RC Columns after Cyclic Loading

Shear Performance of Prestressed RC Interior Beam-Column Joints





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