超高性能混凝土连接装配式柱抗震性能试验研究
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邓明科,靳梦娜,郭莉英,马福栋,刘华政
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Experimental study on seismic performance of ultra-high performance concrete connected precast columns
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Ming-ke DENG,Meng-na JIN,Li-ying GUO,Fu-dong MA,Hua-zheng LIU
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表 4 NC柱与UHPC装配式柱的特征点试验结果 |
Tab.4 Experimental results of characteristic points of NC column and UHPC assembled column |
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试件编号 | Pcr /kN | Δcr /mm | Py /kN | Δy /mm | Pm /kN | Δm /mm | Pu /kN | Δu /mm | μ | RCZ-1 | 60.23 | 2.14 | 132.22 | 8.14 | 154.41 | 16.05 | 131.25 | 31.01 | 3.81 | RUZ-2 | 70.11 | 2.51 | 134.08 | 9.29 | 161.63 | 17.03 | 137.39 | 31.70 | 3.41 | RUZ-3 | 49.81 | 2.01 | 105.49 | 8.42 | 125.12 | 17.03 | 106.35 | 25.88 | 3.07 | RUZ-4 | 59.98 | 1.93 | 139.52 | 9.91 | 168.90 | 17.05 | 143.57 | 27.03 | 2.73 | RUZ-5 | 70.25 | 2.48 | 130.68 | 8.54 | 156.48 | 17.04 | 133.01 | 27.97 | 3.28 | RUZ-6 | 70.00 | 2.75 | 144.36 | 9.62 | 167.42 | 20.03 | 142.31 | 47.28 | 4.91 | RUZ-7 | 90.03 | 3.71 | 152.41 | 10.51 | 183.37 | 22.02 | 155.86 | 26.95 | 2.56 |
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