Localization and Quantification of Damage in a Benchmark Structure
Linear Damage Detection
PPT Slide
A Flexibility-Based Approach
Input-Output Form
Flexibilities
Localization
Damage Locating Vectors (DLVs)
Inseparable Elements
Quantification
Stochastic Input
Illustration of the Procedure
Module 1: System Realization
System Matrices
Modal Identification
Module 2 (a): Extraction of M
Module 2 (b): Flexibility Matrices at sensor locations
Damage Locating Vectors
Multiple DLVs
Module 4: Quantification
Summary of Results for Cases 1-5
Results
Quantification Results
'Interstory stiffness' of a non-shear building model
Final Remarks
Email: bvuran@lynx.neu.edu