[1]施景勋,卢志红,林建华,等.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),1993,14(1):57-64.[doi:10.11830/ISSN.1000-5013.1993.01.0057]
　Shi Jingxun,Lu Zhihong,Lin Jianhua,et al.Influence and Analysis of Height to Width Ratio of Stone Walls on Their Shear Strengths[J].Journal of Huaqiao University(Natural Science),1993,14(1):57-64.[doi:10.11830/ISSN.1000-5013.1993.01.0057]
点击复制

高宽比对于石墙砌体抗剪试验值的影响和分析()
分享到：

《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第14卷
期数:
1993年第1期
页码:
57-64
栏目:
出版日期:
1993-01-20

文章信息/Info

Title:
Influence and Analysis of Height to Width Ratio of Stone Walls on Their Shear Strengths
作者:
施景勋; 卢志红; 林建华; 施养杭
华侨大学土木工程系; 华侨大学土木工程系
Author(s):
Shi Jingxun;  Lu Zhihong;  Lin Jianhua;  Shi Yanghang
关键词:
石墙;  高宽比;  正交试验;  抗剪强度
Keywords:
stone wall;  height to width ratio;  quadrature experiment;  shear strength
DOI:
10.11830/ISSN.1000-5013.1993.01.0057
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。
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.

相似文献/References:

[1]谢闽生,麦淑良,陈忠汉.收进结构的地震反应特征[J].华侨大学学报(自然科学版),1986,7(4):396.[doi:10.11830/ISSN.1000-5013.1986.04.0396]
　Xie Minsheng,Mai Suliang,Chen Zhonghan.The Feature of Earthquake Response of the Structures with Set-Back Towers[J].Journal of Huaqiao University(Natural Science),1986,7(1):396.[doi:10.11830/ISSN.1000-5013.1986.04.0396]

更新日期/Last Update: 2014-03-22