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In this article, the cyclic performance of an innovative precast beam‐to‐column connection is evaluated experimentally and numerically. Two full‐scale beam‐column cross‐shape interior connection specimens named PF‐1 and PF‐2 are tested. By adding extra nuts to the connecting bolts, specimen PF‐2 behaves in a more shear‐dominant pattern and shows less pinching. Comparison of performance of these specimens...
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