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....
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
Box Girder Balancing Act
On November 18, 1999, cranes lowered into place the last of 202 precast concrete segments that form the main span of the new Sagadahoc Bridge, a $46.6 million crossing that boasts the...
Three-Dimensional Nonlinear Finite Element Analysis of RC Interior Beam-Column Joints with Ultra High-Strength Materials
Analysis of Joint Shear Failure of High-Strength Reinforced Concrete Interior Beam-to-Column Joint
Behavior of Interior Beam-and-Column Subassemblages in an RC Frame
Seismic Behavior of High-Strength Concrete Short Beams
High-Strength Concrete Beams Subjected to Shear
Shear Strength of PC Beams: Parametric Study of Shear Friction and Concrete Softening
Seismic Behavior of Prestressed Concrete Beam-Column Joints
Studying Initiation and Growth of Shear Cracks in Reinforced Concrete Beams Using Full-Field Digital Imaging
Fiber Reinforced High-Strength Concrete Beams in Shear
Nonlinear Analysis of Composite Steel–Concrete Structures
Measured versus Computed Stresses in a Curved Steel Bridge
Top Flange Bracing Systems for Box Girders
Testing of a Damaged Prestressed Concrete Bridge
Double-Angle Connections with Slotted Holes in the Supported-Beam-Web-Legs
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