| 工字形截面延性剪力墙肢抗震抗剪性能试验 |
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| 引用本文： | 傅剑平,吴雁江,皮天祥,白绍良.工字形截面延性剪力墙肢抗震抗剪性能试验[J].重庆大学学报(自然科学版),2004,27(12):52-55,67. |
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| 作者姓名： | 傅剑平 吴雁江 皮天祥 白绍良 |
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| 作者单位： | 重庆大学,土木工程学院,重庆,400030;重庆大学,土木工程学院,重庆,400030;重庆大学,土木工程学院,重庆,400030;重庆大学,土木工程学院,重庆,400030 |
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| 基金项目： | 高等学校博士学科点专项科研项目 |
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| 摘 要： | 为了弥补我国国家标准<混凝土结构设计规范>中抗震剪力墙肢抗剪公式至今未经试验验证这一缺陷,作者承担了该规范编制组组织的对抗震延性剪力墙抗剪性能的试验研究任务.在对所用的特定试验控制条件及试件设计原则作讨论的基础上,介绍了所完成的第1组尺寸较大的试验轴压比为0.2的工字形截面剪力墙肢试件在低周交变加载下纵筋屈服后的抗剪性能试验结果,并对此结果作了分析讨论.
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| 关 键 词： | 钢筋混凝土 抗震设计 剪力墙 抗剪性能 |
| 文章编号： | 1000-582X(2004)12-0052-04 |
Experimental Research on Seismic Shear Capacity of I-Shape Ductile Reinforced Concrete Structural Walls |
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| FU Jian-ping,WU Yan-jiang,PI Tian-xiang,BAI Shao-liang.Experimental Research on Seismic Shear Capacity of I-Shape Ductile Reinforced Concrete Structural Walls[J].Journal of Chongqing University(Natural Science Edition),2004,27(12):52-55,67. |
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| Authors: | FU Jian-ping WU Yan-jiang PI Tian-xiang BAI Shao-liang |
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| Abstract: | The shear design formula for seismic shearwalls in the Chinese standard (Code for Design of Concrete Structures) have not been verified by tests yet, In order to compensate for it, the authors undertake the task of testing on the shear behavior of seismic shearwalls organized by the Code association. After discussing on the particular conditions controlling tests and philosophy in specimen designing, the results of the first group of tests on the seismic shear behavior of shearwalls, which are I-shaped and with relatively large scale and axial force ratio of 0.2 and tested under reversed cyclic horizontal forces, are introduced. The results are analyzed and discussed. |
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| Keywords: | reinforced concrete seismic design shearwalls seismic shear behavior |
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