长沙理工大学学报(自然科学版)
基于虚拟仪器的桩基动力学模型参数识别系统
CSTR:
作者:
作者单位:

(长沙理工大学大型结构碰撞实验室,湖南长沙 410114)

作者简介:

雷正保(1964-),男,教授,主要从事无损检测与虚拟仪器方面的研究。

通讯作者:

雷正保(1964-),男,教授,主要从事无损检测与虚拟仪器方面的研究。

中图分类号:

TU473

基金项目:

湖南省重点领域研发计划项目(2019SK2174)


Parameter identification system of pile foundation dynamicmodel based on virtual instrument
Author:
Affiliation:

(Large Structural Impact Laboratory,Changsha University of Science & Technology,Changsha 410114,China)

Fund Project:

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

    为了快捷、准确地获取桩基横向动力学模型的参数,通过建立桩基激振理论模型,并求解得到桩基 测点加速度响应的理论结果;利用激振方法,用加速度传感器获取桩基测点加速度响应的试验结果;通过计 算桩基测点加速度响应理论结果和试验结果的动态时间弯曲(dynamic time warping,DTW)距离的均方根, 将问题转换为目标函数的寻优问题;利用遗传算法进行桩基模型参数的寻优;为解决参数识别过程中复杂数据的运算问题,实现工程实用化,通过 COM 组件实现 MATLAB与 LabVIEW 混合编程,开发出一套桩基模 型参数智能识别系统软件。最后,通过算例说明本研究方法是有效的,且具有工程实践意义。

    Abstract:

    In order to reveal the effect and mechanism of vibration mixing technology on the strength of cement stabilized macadam,the unconfined compressive strength and indirect tensile strength tests of cement stabilized macadam based on the traditional and vibration mixing technologies were carried out.Then,the mesostructure of the cement stabilized macadam was analyzed by the scanning electron microscope.There sults show that the unconfined compressive strength and indirect tensile strength of cement stabilized macadam are improved by the vibration mixing technology, while the variation coefficient is decreased, and the homogeneity is improved. Moreover, the stabilization time of the strength is shortened, and the improvement of the strength at low cement content is more obvious. At the ages of 7,28 d, the hydrate is much more and distributes more uniformly in the vibration mixing cement stabilized macadam, and mang network structures with high toughness are formed,which will improve its strength. At the age of 90 d,columnar ettringite crystals go into the aggregate, making the structures denser and the strength higher.

    参考文献
    相似文献
    引证文献
引用本文

雷正保,李梦尝.基于虚拟仪器的桩基动力学模型参数识别系统[J].长沙理工大学学报(自然科学版),2021,18(3):15-23.
LEI Zheng-bao, LI Meng-chang. Parameter identification system of pile foundation dynamicmodel based on virtual instrument[J]. Journal of Changsha University of Science & Technology (Natural Science),2021,18(3):15-23.

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: 2022-03-05
  • 出版日期:
文章二维码