| 自复位梁腹板耗能钢框架节点抗震性能分析 |
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| 引用本文： | 史三元,王帅,王朋飞,白佳楠. 自复位梁腹板耗能钢框架节点抗震性能分析[J]. 河北工程大学学报(自然科学版), 2015, 32(1): 1-4 |
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| 作者姓名： | 史三元 王帅 王朋飞 白佳楠 |
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| 作者单位： | 河北工程大学土木工程学院,河北邯郸,056038 |
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| 摘 要： | 提出一种自复位钢框架梁柱节点,该自复位钢框架节点的特点是梁柱接触面能够在地震荷载发生时打开和关闭,梁柱通过槽钢与高强螺栓连接在一起,沿梁长方向设置预应力钢绞线以提供恢复能力。通过Ansys建立类型节点并施加低周往复荷载,模拟该类型节点在地震作用下的运动轨迹,通过对M-θr和骨架曲线的分析得出该框架梁柱节点的抗震能力良好。
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| 关 键 词： | 自复位 预应力 钢框架节点 M-θr曲线 |
| 收稿时间： | 2014-09-23 |
The analysis of joint seismic performance for self-centering steel frame with web energy consumption |
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| SHI San-yuan,WANG Shuai,WANG Peng-fei and Bai jia-nan. The analysis of joint seismic performance for self-centering steel frame with web energy consumption[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2015, 32(1): 1-4 |
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| Authors: | SHI San-yuan WANG Shuai WANG Peng-fei Bai jia-nan |
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| Affiliation: | College of Civil Engineering, Hebei University of Engineering, Hebei Handan 056038, China;College of Civil Engineering, Hebei University of Engineering, Hebei Handan 056038, China;College of Civil Engineering, Hebei University of Engineering, Hebei Handan 056038, China;College of Civil Engineering, Hebei University of Engineering, Hebei Handan 056038, China |
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| Abstract: | |
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| Keywords: | self-centering prestressing steel frame joint M-θr curve |
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