| 高宽比对于石墙砌体抗剪试验值的影响和分析 |
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| 引用本文： | 施景勋,卢志红,林建华,施养杭. 高宽比对于石墙砌体抗剪试验值的影响和分析[J]. 华侨大学学报(自然科学版), 1993, 0(1): 57-64. DOI: 10.11830/ISSN.1000-5013.1993.01.0057 |
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| 作者姓名： | 施景勋 卢志红 林建华 施养杭 |
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| 作者单位： | 华侨大学土木工程系; 华侨大学土木工程系 |
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| 摘 要： | 本文利用正交重复试验,探讨高宽比分别为H/L=0.58和H/L=0.33的两种料石砌体抗剪强度之间的差别。
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| 关 键 词： | 石墙 高宽比 正交试验 抗剪强度 |
Influence and Analysis of Height to Width Ratio of Stone Walls on Their Shear Strengths |
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| Shi Jingxun,Lu Zhihong,Lin Jianhua,Shi Yanghang. Influence and Analysis of Height to Width Ratio of Stone Walls on Their Shear Strengths[J]. Journal of Huaqiao University(Natural Science), 1993, 0(1): 57-64. DOI: 10.11830/ISSN.1000-5013.1993.01.0057 |
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| Authors: | Shi Jingxun Lu Zhihong Lin Jianhua Shi Yanghang |
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| Affiliation: | Department of Civil Engineering |
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| Abstract: | By use of quadrature and repetition experiment, the authors inquire into the dif- ference between the experimental values of shear strength of two atone walls with a height to width ratio of 0. 58 and 0. 33 respectively. |
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| Keywords: | stone wall height to width ratio quadrature experiment shear strength |
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