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  • Created 02 Apr 2014

About the Group

The lateral stiffness and the free-vibration frequencies of a full-scale reinforced-concrete flat-plate structure were estimated by means of small-amplitude vibration tests (mean drift ratio onal structure to a set of 2-D parallel frames. Tests of 6×12 in. cylinders and slender prismatic beams made of plain concrete led to the conclusion that, if σ

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