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...

Leader and Team Member Roles
Groups may consist of people who have similar or very different roles or tasks. A group may not be required to work as a coordinated or integrated unit, such as a group of dentists, attorneys,...

Conditional Priority at Controlled Intersections to Improve Public Transport Punctuality
The market share of public transport depends highly on the travel time ratio to private transport. The public transport travel time includes among other elements waiting times at stops...

Taking a New Approach (available in Structural Engineering Special Section only)
The first bridge rehabilitation project in Washington, DC to use the AASHTO Load and Resistant Factor Design (LRFD) specification reveals several lessons to be learned from using the newly...

Failure Behavior of Riprap Layer Around Bridge Piers

Effect of Concrete Strength on the Behavior of RC Beams Subjected to Pure Torsion

Behavior of Interior Beam-and-Column Subassemblages in an RC Frame

Seismic Behavior of High-Strength Concrete Short Beams

Seismic Behavior of High Strength Concrete Filled Tube (CFT) Columns

Seismic Behavior of High-Strength Concrete Tied Columns

Behavior and Design of Confined High-Strength Concrete Columns

Cyclic Flexural and Shear Behavior of High-Strength Concrete Columns

Seismic Behavior of Prestressed Concrete Beam-Column Joints

Fracture and Fatigue Behavior of Steel Structures: The Importance of Details

Modeling of Shear Behavior of RC Columns

Simulation of Hysteretic Behavior of Reinforced Concrete Members

Federal Highway Administration (FHWA) Experimental Studies of Curved Steel Bridge Behavior during Construction

Behavior and Design of Laterally Braced Inelastic Columns

Correlation Structure of Two Lumber Properties

Simplified Reliability Analysis of Light-Frame Roofs Subject to Uplift Loads





Return to search