| T形短肢剪力墙延性性能分析 |
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| 引用本文： | 李志鹏,郭棣,吴耀鹏. T形短肢剪力墙延性性能分析[J]. 华北水利水电学院学报, 2012, 33(2): 65-67 |
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| 作者姓名： | 李志鹏 郭棣 吴耀鹏 |
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| 作者单位： | 西安建筑科技大学,陕西西安,710055 |
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| 基金项目： | 国家自然科学基金重点项目 |
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| 摘 要： | 用数值方法编写了考虑纵筋粘结滑移的非线性分析程序,计算并分析了T形截面短肢剪力墙的弯矩-曲率关系.提出了通过调整纵向钢筋在截面处的分布及增加配箍率改善构件强度和延性的建议,分析了其合理性,为T形短肢剪力墙的研究和设计提供参考.
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| 关 键 词： | 短肢剪力墙 延性 强度 配筋 |
Ductility Analysis of the T-shape Short Pier Shear Wall |
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| LI Zhi-peng , GUO Di , WU Yao-peng. Ductility Analysis of the T-shape Short Pier Shear Wall[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2012, 33(2): 65-67 |
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| Authors: | LI Zhi-peng GUO Di WU Yao-peng |
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| Affiliation: | (School of Civil Engineering,Xi′an University of Architecture & Technology,Xi′an 710055,China) |
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| Abstract: | The nonlinear analysis is numerically programmed with regard to the longitudinal reinforcement bond-slip,by which the moment-curvature relation of the T-short pier wall is calculated and analyzed in the paper.It is proposed that the component strength and its ductility can be improved by adjusting the distribution of longitudinal reinforcement on the cross section and increasing the stirrup ratio,which can provide a reference for the study and design of the T-short pier shear wall. |
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| Keywords: | short pier shear wall ductility strength reinforcement |
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