周辺フレームで拘束されたRC壁板のせん断性状に及ぼすひずみ速度の影響

日本建築学会

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  • EFFECT OF STRAIN RATE ON SHEAR BEHAVIOUR OF R/C WALL PANEL RESTRAINED BY PERIPHERAL FRAME

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In order to investigate the effect of strain rate on the behaviour of R/C wall panels restrained by peripheral frames, 32 wall panel specimens were tested. The specimens were subjected to the reversed cyclic shear force or monotonic increased shear force. The experiments concluded as follows. 1. The deviation of the shear strength of wall panels was same as one of compressive strength of concrete cylinders. 2. The shear strength of wall panels increased as the strain rate increased. The increased rate of shear strangth was same as one of compressive strength of concrete cylinders. 3. The shear strength of wall panels subjected to monotonic load was higher than ones subjected to the reversed cyclic load.

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