新型可恢复功能半刚性节点抗震性能试验研究
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焦志安,魏建鹏,郭杨,戴良军,田黎敏
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Experimental study on seismic performance of new earthquake-resilient semi-rigid joint
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Zhi-an JIAO,Jian-peng WEI,Yang GUO,Liang-jun DAI,Li-min TIAN
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| 表 4 节点试件的承载能力与延性系数 |
| Tab.4 Bearing capacity and ductility coefficient of joint specimens |
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| 试件 | Δy/mm | Fy/kN | $\overline F $y/kN | Δu/mm | $\overline \varDelta $u/mm | Fmax/kN | $\overline F $max/kN | μ | | WS | 24 | 119.6 | 126.1 | 64.7 | 68.7 | 143.3 | 150.6 | 2.9 | | −132.6 | −72.7 | −158.0 | | HJ-1 | 16 | 84.3 | 88.6 | 96.0 | 96.0 | 129.0 | 137.8 | 6 | | −93.0 | −96.0 | −146.6 | | HJ-2 | 16 | 81.2 | 85.8 | 81.2 | 84.0 | 114.3 | 124.0 | 5.3 | | −90.4 | −86.7 | −133.7 | | HJ-3 | 16 | 86.5 | 92.0 | 77.6 | 78.8 | 138.0 | 147.9 | 4.9 | | −97.6 | −80.0 | −157.8 | | HJ-4 | 24 | 124.3 | 130.6 | 96.0 | 96.0 | 166.6 | 179.5 | 4.0 | | −137.0 | −96.0 | −192.4 |
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