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Performance of Concrete Column During Seismic Loading – Newmark Structural Engineering Laboratory

A set of experiments were carried out with the objective to determine the behavior of concrete columns under seismic loads. A Load-Boundary Condition Box (LBCB) mounted to the reaction wall was used to apply both bending moment and normal force to the column. This set of experiments were sponsored by the Network of Earthquake Engineering Simulation (NEES) at the NSEL, and were carried out in 2006.


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