Investigation on Seismic Behavior of KP1 Masonry Wall Strengthened

doi:10.11835/j.issn.1674-4764.2003.03.011

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Investigation on Seismic Behavior of KP1 Masonry Wall Strengthened

更新时间：2023-11-28

- Investigation on Seismic Behavior of KP1 Masonry Wall Strengthened
- Journal of Civil and Environmental Engineering Vol. 25, Issue 3, Pages: 51-54(2003)
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- DOI：10.11835/j.issn.1674-4764.2003.03.011
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- Published：2003
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Investigation on Seismic Behavior of KP1 Masonry Wall Strengthened[J]. Journal of Civil and Environmental Engineering, 2003, 25(3): 51-54.
DOI：

Investigation on Seismic Behavior of KP1 Masonry Wall Strengthened[J]. Journal of Civil and Environmental Engineering, 2003, 25(3): 51-54. DOI： 10.11835/j.issn.1674-4764.2003.03.011.

摘要

完成了4片KP1承重砖墙试验。其中，首先经低周反复加载将墙片加到出现剪切破坏，用双面钢筋网水泥砂浆面层加固墙片后再进行其在低周交变加载下的受剪试验，分析了加固后墙体的裂缝出现与开展过程、破坏机理、强度及延性，并给出了加固后墙体抗剪能力的建议计算公式，计算结果与试验结果符合良好，可供工程设计及加固时参考。

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Investigation on Seismic Behavior of KP1 Masonry Wall Strengthened

DOI：10.11835/j.issn.1674-4764.2003.03.011

摘要

Abstract

关键词

Keywords

references