Regression model for dam deformation based on principal component and semi-parametric analysis
|更新时间:2026-06-25
|
Regression model for dam deformation based on principal component and semi-parametric analysis
Vol. 32, Issue 12, (2011)
作者机构:
1. 浙江水利水电专科学校 市政工程系,杭州,310018
2. 河海大学 地球科学与工程学院,南京,210098
3. 中国水电顾问集团华东勘测设计研究院,杭州,310014
4. 浙江省水利河口研究院,杭州,310020
作者简介:
基金信息:
DOI:
CLC:TV698.1
Online First:13 December 2011,
Published:2011
稿件说明:
移动端阅览
XU Chang, YUE Dong-jie, DONG Yu-fan, et al. Regression model for dam deformation based on principal component and semi-parametric analysis[J]. 2011, 32(12).
DOI:
XU Chang, YUE Dong-jie, DONG Yu-fan, et al. Regression model for dam deformation based on principal component and semi-parametric analysis[J]. 2011, 32(12).DOI:
Regression model for dam deformation based on principal component and semi-parametric analysis
Principal component analysis (PCA) is a solution to the multicollinearity problem of dam regression models. However
uninformative principal components (PCs) may lead to the failure prediction of dam deformation. Thus a hybrid regression model using semi-parametric regression and PCA is proposed
where the PCs with the highest variance are treated as the semi-parametric component; the remaining PCs and model errors are treated as the non-parametric component to be estimated. The hybrid model is tested using the field observations of a dam in China. The result shows the hybrid model can circumvent the multicollinearity of dam causative effects and the ill-conditioned problem in semi-parametric penalized least squares regression. A comparative study with traditional PC regression and stepwise regression demonstrate the superior performance for dam deformation prediction