Eight test specimens of reinforced-concrete (RC) footings were constructed and tested to investigate the punching-shear behavior of the concrete footings with the developed details. The test parameters include the additional placement of a longitudinal reinforcement around the column-footing connections, ...
should be continous from the footing to the top of the column. When reinforcement bars need to be overlapped and tied together there should be at least a 16-inch overlap. Columns, reinforcement spacing See 10.6, Columns, Reinforcement Limits, 10.7, Columns, Reinforcement Detailing, 10.7.2, Colu...
New Defining Rib Widths of Downstand Beams Using Example of Two-Span Beam New Automatic Design Process of Provided Surface Reinforcement New Design of Ribs, Folded Plate Structures, and Surfaces Using Result Members in RFEM 6 New Deflection Analysis of Member Elements More Knowledge Base Articles ...
The first two walls used hybrid reinforcement (mild steel rebars and unbonded posttensioning strands) for lateral load resistance, while the emulative wall utilized only mild steel rebars. For the emulative wall and one of the hybrid specimens, wall-to-foundation connection comprised of Type II ...
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The excellent agreement between the predicted and published test results should give confidence to engineers and designers in using FRP as a sound structural reinforcement for slab-column connections. It is then shown that the proposed design model for FRP slabs and the previous model of the ...
Eight test specimens of reinforced-concrete (RC) footings were constructed and tested to investigate the punching-shear behavior of the concrete footings with the developed details. The test parameters include the additional placement of a longitudinal reinforcement around the column-footing connections, ...
The current investigation could be extended further to analyze the behavior of some other structural members such as column-footing connections, bridges piers, and beams. It is worth mentioning that further investigation on the coupler connecting the steel reinforcement with SMA bars, and the bond pe...
Figure 1. Geometry and reinforcing details of the bent specimens (unit: mm). Joint connection details of the two precast bents are shown in Figure 2. In the cap–column joint, grouted splice sleeves were embedded within the cap beam, whereas at the column–footing joint, they were installe...