| 配筋砌块短肢砌体剪力墙偏压承载力试验 |
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| 引用本文： | 王凤来,李新. 配筋砌块短肢砌体剪力墙偏压承载力试验[J]. 哈尔滨工业大学学报, 2008, 40(10): 1527-1531 |
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| 作者姓名： | 王凤来 李新 |
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| 作者单位： | 哈尔滨工业大学,土木工程学院,哈尔滨,150090;哈尔滨工业大学,建筑设计研究院,哈尔滨,150090 |
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| 摘 要： | 为研究配筋砌块短肢砌体剪力墙的偏心受压性能,进行了4片T形墙片在偏心荷载作用下的承载力试验.研究该墙片在偏心受压破坏时的破坏过程、受力性能、变形性能及破坏形态.试验结果分析表明,发生偏心受压破坏时,配筋砌块短肢砌体剪力墙与钢筋混凝土短肢剪力墙具有相似的受力性能和破坏形态,同时对GB 50003—2001《砌体结构设计规范》的计算方法进行了试验验证,试验结果与计算结果比较接近.
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| 关 键 词： | 短肢砌体剪力墙 偏心荷载 承载力 |
Experimental studies on bearing capacity of reinforced block short-leg masonry shear wall under eccentric compression |
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| WANG Feng-lai,LI Xin. Experimental studies on bearing capacity of reinforced block short-leg masonry shear wall under eccentric compression[J]. Journal of Harbin Institute of Technology, 2008, 40(10): 1527-1531 |
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| Authors: | WANG Feng-lai LI Xin |
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| Affiliation: | 1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;2.The Architectreal Design and Research Insitute,Harbin Institute of Technology,Harbin 150090,China) |
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| Abstract: | To investigate the performance of the reinforced block short-leg masonry shear walls under eccentric compression, the 4 reinforced block short-leg masonry shear walls with T-section were tested under eccentric compression. The stress and the deformation performance, the load-deformation relationship, the failure process and the morphological character were studied. Results of the tests indicate that the stress performance and the failure morphological character of the reinforced block short-leg masonry shear walls are similar with those of the reinforced short-leg concrete shear walls when the eccentric compression damage occurrs. Furthermore, the calculation method of the GB50003-2001 Code for Design of Masonry Structures has been verified in this paper, and the result of the tests are close to that of the calculation. |
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| Keywords: | short-leg masonry shear wall eccentric compression bearing capacity |
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