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

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

Testing of a Damaged Prestressed Concrete Bridge

Double-Angle Connections with Slotted Holes in the Supported-Beam-Web-Legs

More Efficient Aluminum I Beam Shapes

Shear Tests of Fiber-Reinforced Polymer Pultruded Beam-to-Column Connection with Clip Angles

 

 

 

 

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