Sensitivity Analysis of Model Parameters in a Nonlinear Model-Updating Approach for Prestressed Concrete Bridges

被引：0

作者：

Sprenger, Bjarne ^{[1
]}

Schnellenbach-Held, Martina ^{[1
]}

机构：

[1] University of Duisburg-Essen, Essen, Germany

来源：

e-Journal of Nondestructive Testing | 2024年 / 29卷 / 07期

关键词：

Compendex;

D O I：

10.58286/29584

中图分类号：

学科分类号：

摘要：

Damage detection - Evolutionary algorithms - Finite element method - Learning systems - Nonlinear analysis - Parameter estimation - Prestressed concrete - Principal component analysis - Reliability analysis - Sensitivity analysis - Structural health monitoring

引用