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
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