| 钢筋混凝土高剪力墙拟静力试验 |
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| 引用本文： | 李兵,李宏男,曹敬党. 钢筋混凝土高剪力墙拟静力试验[J]. 沈阳建筑工程学院学报(自然科学版), 2009, 25(2): 230-234 |
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| 作者姓名： | 李兵 李宏男 曹敬党 |
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| 作者单位： | 李兵,LI Bing(沈阳建筑大学土木工程学院,辽宁沈阳,110168);李宏男,LI Hongnan(大连理工大学海岸和近海工程国家重点实验室,辽宁大连,116023);曹敬党,CAO Jingdang(沈阳建筑大学建设项目管理公司,辽宁沈阳,110168) |
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| 基金项目： | 国家杰出青年科学基金 |
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| 摘 要： | 目的研究钢筋混凝土高剪力墙在低周期反复荷载作用下受力性能.方法将剪力墙的横截面和配筋保持不变,只改变剪力墙的轴向荷载（轴压比）,对3片钢筋混凝土高剪力墙采用低周反复加载方式进行了试验,比较不同轴压比的剪力墙的破坏形态、破坏程度,以及对试验现象进行分析.结果3个试件剪跨比较大,在裂缝产生时滞回曲线有一个拐点,有明显的屈服荷载和明显的下降段,滞回曲线丰满,循环次数多,延性好,耗能能力强,刚度和承载力缓慢下降.结论在对钢筋混凝土高剪力墙恢复力曲线模型进行选取时,建议采用平顶刚度退化二线型模型或平顶刚度退化三线型模型.
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| 关 键 词： | 钢筋混凝土高剪力墙 滞回曲线 抗震性能 拟静力试验 |
Research of Quasi-Static Test and Hysteretic Curve Model for Reinforced Concrete High Shear Walls |
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| LI Bing,LI Hongnan,CAO Jingdang. Research of Quasi-Static Test and Hysteretic Curve Model for Reinforced Concrete High Shear Walls[J]. Journal of Shenyang Archit Civil Eng Univ: Nat Sci, 2009, 25(2): 230-234 |
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| Authors: | LI Bing LI Hongnan CAO Jingdang |
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| Affiliation: | LI Bing , LI Hongnan, CAO Jingdang (1. School of Civil Engineering, Shenyang Jianzhu University, Shenyang China, 110168;2. National Key Lab of Offshore and Ocean Engineering, Dalian University of Technology, Dalian China, 116023 ; 3. Construction Project Management Company of Shengyang Jianzhu University, Shenyang China, 110168 ) |
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| Abstract: | Quasi-static test of three reinforced concrete shear walls is carded out under cyclic lateral loading. The relationship between force and displacement is obtained. By comparing the destructed behaviors and grades of the walls under different axial compression ratio and shear span ratio based on the analysis of test and hysteretic curve,it can be concluded that with the increasing of axial compression ratio to some range, the bearing capacity of shear wall will increase if the shear span ratio of shear walls are the same, but the ductility of walls will descend, and degradation of strength and stiffness are also more serious. Three-linear model of even stiffness degradation is suggested for RC high shear walls. |
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| Keywords: | shear wall hysteretic curve seismic performance quasi-static test |
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