| 浅析配筋砖砌体与砖房抗震能力提高机理 |
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| 引用本文： | 郑江. 浅析配筋砖砌体与砖房抗震能力提高机理[J]. 山西建筑, 2011, 37(26): 42-43 |
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| 作者姓名： | 郑江 |
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| 作者单位： | 阳泉市建筑设计院,山西阳泉,045000 |
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| 摘 要： | 结合现在震害研究成果,探讨了配筋砖砌体与砖房抗震能力提高机理,分别阐述了网状配筋砌体和组合砌体对房屋抗震能力提高机理,并指出两种砌体施工过程中操作要点及注意事项,以指导实践。
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| 关 键 词： | 配筋砌体 组合砌体 受压破坏特征 机理 |
Analysis on improvement mechanism of reinforced brick masonry and brick building aseismic capacity |
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| ZHENG Jiang. Analysis on improvement mechanism of reinforced brick masonry and brick building aseismic capacity[J]. Shanxi Architecture, 2011, 37(26): 42-43 |
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| Authors: | ZHENG Jiang |
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| Affiliation: | ZHENG Jiang |
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| Abstract: | Combining with research results of present earthquake damage, this paper discussed the improvement mechanism of reinforced brick masonry and brick building aseismic capacity, respectively elaborated the improvement mechanism of mesh reinforced masonry and building aseismic capacity, and pointed out that the operation point and matters needing attention in the construction process of two kinds masonry, so as to guide the practice. |
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| Keywords: | reinforced masonry ferroconcrete-brick compression destruction feature mechanism |
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