砂砾石地基上水闸底板弯矩预测的多元非线性回归模型
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TV662+.1

基金项目:


Multivariate nonlinear regression model for bending moment prediction of sluice baseboard on sand gravel foundation
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 文章评论
    摘要:

    为了简捷地确定初步设计阶段水闸结构设计参数,加快设计进度,综合考虑砂砾石地基的弹性模量、闸墩荷载、闸孔宽度、底板厚度、闸墩高度、地基厚度等影响底板应力的主要因素,通过大量的有限元计算,分析了水闸参数对底板弯矩的影响规律,建立了基于多元非线性回归的底板中心弯矩预测模型。结果表明:底板中心弯矩与底板厚度、闸孔宽度、砂砾石地基厚度呈非线性关系,与闸墩高度总体呈线性关系;所建立的预测模型拟合效果较好,预测精度较高。

    Abstract:

    To provide a simple determination method for structural parameters in the preliminary stage of sluice and to speed up the design progress, the influence law of sluice parameters on baseboard moment was summarized through abundant finite element analysis, which considering the main factors such as the elastic modulus of sand gravel foundation, the load on pier, the width of sluice gate, the thickness of the baseboard, the height of the pier, and the thickness of the gravel foundation. A prediction model of the central bending moment of baseboard based on multivariate nonlinear regression was proposed. The results show that the baseboard moment is nonlinear with the thickness of the baseboard, the width of sluice gate and the thickness of the gravel foundation, while it has a linear relationship with the height of the pier. The fitting effect of the proposed prediction model is good with high accuracy.

    参考文献
    相似文献
    引证文献
引用本文

孙淑华,王建,何露,等.砂砾石地基上水闸底板弯矩预测的多元非线性回归模型[J].水利水电科技进展,2021,41(1):74-79.(SUN Shuhua, WANG Jian, HE Lu, et al. Multivariate nonlinear regression model for bending moment prediction of sluice baseboard on sand gravel foundation[J]. Advances in Science and Technology of Water Resources,2021,41(1):74-79.(in Chinese))

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2021-02-10
  • 出版日期: