| 双功能带缝剪力墙连接键的试验研究 |
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| 引用本文： | 赵文辉, 王志浩, 叶列平. 双功能带缝剪力墙连接键的试验研究[J]. 工程力学, 2001, 18(1): 126-136. |
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| 作者姓名： | 赵文辉 王志浩 叶列平 |
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| 作者单位： | 清华大学土木工程系, 北京100084 |
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| 基金项目： | 国家自然科学基金!(59678029) |
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| 摘 要： | 连接键是双功能带缝剪力墙的关键控制元件。本文根据13个钢筋混凝土连接键的受剪试验,对其受力性能和受力阶段进行了研究,分析了影响连接键主要受力性能的参数。根据试验结果和理论分析,提出了连接键开裂、屈服和受剪承载力特征点的有关计算公式。
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| 关 键 词： | 剪力墙 连接键 混凝土 受剪 |
| 文章编号： | 1000-4750(2001)01-126-11 |
| 收稿时间： | 1999-08-16 |
| 修稿时间： | 1999-08-16 |
EXPERIMENTAL STUDY OF CONNECTORS IN DUAL FUNCTION SLITTED SHEAR WALLS |
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| ZHAO Wen-hui, WANG Zhi-hao, YE Lie-ping. EXPERIMENTAL STUDY OF CONNECTORS IN DUAL FUNCTION SLITTED SHEAR WALLS[J]. Engineering Mechanics, 2001, 18(1): 126-136. |
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| Authors: | ZHAO Wen-hui WANG Zhi-hao YE Lie-ping |
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| Affiliation: | Civil Engineering Department, Tsinghua University, Beijing 100084 |
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| Abstract: | Connectors are the key control elements in dual function slitted shear walls, which is a new type seismic passive control structure. 13 specimens were tested to investigate the behavior of the connectors. The main influence parameters are analyzed in this paper. Based on the test results and theoretical analysis, formulas to predict the initiation of cracking, yielding and the maximum shear capacity and deformation are suggested. |
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| Keywords: | shear wall connector concrete shear |
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