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砖砌体剪压复合受力的动力特性研究
The Study on the Response of Brick Masonry under Shear-Compression Dynamic Loading
【摘要】 通过三砖双剪面砌体模型试验研究了动力加载条件下的砌体剪压复合受力相关性。分析表明, 动力加载条件下的剪压复合相关性与静力加载下的相关性具有相似的规律。再次证实了关于抗剪强度的剪摩理论、主拉应力理论和Hoffman 劈裂破坏理论所有的局限性,并提出了基于可靠度分析的动力抗剪强度计算公式
【Abstract】 This article researches the stress correlation of combined shear_compression of brick masonry by means of triplet brick model experiments.The results show that the stress correlation under dynamic loading is in much similar to that under static loading.It proves the Coulomb’s theory、Mohr’s theory and Hoffman’s theory on failure hypotheses.At the same time,a new equation based on reliability analysis is propossed.
【关键词】 砌体;
剪压相关性;
动力加载;
轴压比;
抗剪强度;
【Key words】 masonry; stress correlation combined shear_compression; dynamic load; axial compredssion ratio; shear strength;
【Key words】 masonry; stress correlation combined shear_compression; dynamic load; axial compredssion ratio; shear strength;
- 【文献出处】 重庆建筑大学学报 ,JOURNAL OF CHONGQING JIANZHU UNIVERSITY , 编辑部邮箱 ,1999年05期
- 【分类号】TU364
- 【被引频次】41
- 【下载频次】340