A damage identification method for truss structures using a flexibility-based damage probability index and differential evolution algorithm

DOI10.1080/17415977.2015.1101761zbMath1348.74293OpenAlexW2284164379MaRDI QIDQ2831858

Meisam Montazer, Seyed Mohammad Seyedpoor

Publication date: 3 November 2016

Published in: Inverse Problems in Science and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1080/17415977.2015.1101761

zbMATH Keywords

truss structuresdifferential evolutiondamage detectionpotentially damaged elementsflexibility based damage probability index

Mathematics Subject Classification ID

Brittle damage (74R05) Software, source code, etc. for problems pertaining to mechanics of deformable solids (74-04)

Related Items

Frequency domain damage detection of plate and shell structures by finite element model updating ⋮ A two-stage approach for structural damage detection using a damage localization indicator vector and cluster particle swarm optimization ⋮ An improved generalized flexibility matrix approach for structural damage detection ⋮ FRF-based structural parameters estimation using strain data: sensitivity equation, measurement and excitation selection

Cites Work

• Structural damage detection using an efficient correlation-based index and a modified genetic algorithm
• A hybrid particle swarm optimization-simplex algorithm (PSOS) for structural damage identification
• Structural damage detection using measured FRF data
• Differential evolution -- a simple and efficient heuristic for global optimization over continuous spaces
• Damage Detection in Structures Using Changes in Flexibility

This page was built for publication: A damage identification method for truss structures using a flexibility-based damage probability index and differential evolution algorithm