首页> 外文会议>International Conference on Civil Engineering, Architecture and Building Materials >Study on Determination Method for Parameters of Rock's Shear Strength Through Least Absolute Linear Regression Based on Symmetric Triangular Fuzzy Numbers
【24h】

Study on Determination Method for Parameters of Rock's Shear Strength Through Least Absolute Linear Regression Based on Symmetric Triangular Fuzzy Numbers

机译:基于对称三角模糊数的最小绝对线性回归参数岩石剪力强度参数的测定方法研究

获取原文

摘要

In view of the randomness and fuzziness of the parameters of rock's shear strength, first, use symmetric triangular fuzzy numbers which can reflect the interval features of parameters express the parameters of rock's shear strength. Second, put forward to a new determination method for parameters of rock's shear strength through least absolute linear regression based on symmetric triangular fuzzy numbers according to criteria of least absolute. Finally, the analysis of practical engineering computation and comparison to other methods shows that the new method is reasonable.
机译:鉴于岩石剪力强度参数的随机性和模糊性,首先,使用对称三角模糊数,这可以反映参数的间隔特征表示岩石剪切强度的参数。其次,通过基于最低绝对标准的标准,提出了通过基于对称三角模糊数的最低绝对线性回归来实现岩石剪切强度参数的新测定方法。最后,分析实际工程计算和与其他方法的比较表明,新方法是合理的。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号