[Updated on Apr. 18] Integration of CiNii Articles into CiNii Research

STRUCTURAL PERFORMANCE OF PRECAST CONCRETE BEAM-COLUMN JOINTS USING DFRCC IN PANEL

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  • パネルゾーンにDFRCCを用いたPCa柱梁接合部の構造性能
  • パネルゾーン ニ DFRCC オ モチイタ PCa チュウ リョウセツゴウブ ノ コウゾウ セイノウ

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Abstract

In this study, the loading test of precast concrete beam-column joints using DFRCC in joint panel is conducted to evaluate effect of preventing crack widening and structural performance of joint panel with DFRCC. The experiment factor is shear reinforcement arrangement in joint panel. The test results are compared with those of conventional concrete specimen with same reinforcement arrangement in previous experiments. From the experiment results, it can be recognized that DFRCC improves the shear performance of precast concrete beam-column joints and confinement effect of DFRCC is the same or higher than that of shear reinforcement.

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