| 带暗支撑型钢高强混凝土中高剪力墙抗震性能试验 |
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| 引用本文： | 李立仁,黄建军.带暗支撑型钢高强混凝土中高剪力墙抗震性能试验[J].后勤工程学院学报,2012(2):6-10. |
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| 作者姓名： | 李立仁 黄建军 |
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| 作者单位： | 重庆大学土木工程学院;重庆大学山地城镇建设与新技术教育部重点实验室 |
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| 摘 要： | 为进一步了解带暗支撑剪力墙的抗震性能,用4片剪跨比为1.8,边缘构件配筋率相同,暗支撑形式不同的型钢高强混凝土剪力墙做试验,讨论不同暗支撑形式型钢高强混凝土中高剪力墙的抗震性能。试验结果表明,采用带暗支撑的型钢高强混凝土中高剪力墙在承载能力和延性上都优于一般的型钢高强混凝土中高剪力墙,给出的试验分析结果和建议可供工程设计参考。
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| 关 键 词： | 型钢高强混凝土 中高剪力墙 暗支撑 抗震性能 |
Anti-seismic Performance of Medium-high Shear Wall Containing Steel Reinforced High-strength Concrete with Concealed Bracing |
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| LI Li-ren,HUANG Jian-jun.Anti-seismic Performance of Medium-high Shear Wall Containing Steel Reinforced High-strength Concrete with Concealed Bracing[J].Journal of Logistical Engineering University,2012(2):6-10. |
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| Authors: | LI Li-ren HUANG Jian-jun |
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| Institution: | 1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.Key Laboratory of New Technology for Construction of Cities in Mountain Area of Education Department,Chongqing University,Chongqing 400030,China) |
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| Abstract: | To further understand the anti-seismic performance of shear walls with concealed bracing,four sheets of shear walls that contain steel reinforced high-strength concrete with different forms of concealed bracings,the same steel ratios in boundary component,and the same shear span ratio of 1.8∶ 1 are prepared.The results show that the supportability and ductility of the medium-high shear walls containing steel reinforced high-strength concrete with concealed bracing is better than that of the general steel reinforced high-strength concrete,and the analytic conclusion and suggestion can be reference to engineering design. |
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| Keywords: | steel-reinforced high-strength concrete medium-high shear wall concealed bracing anti-seismic performance |
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