A gradient based iterative algorithm for solving structural dynamics model updating problems

DOI10.1007/s11012-013-9741-8zbMath1293.74148OpenAlexW2060232947MaRDI QIDQ400239

Yongxin Yuan, Hao Liu

Publication date: 21 August 2014

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-013-9741-8

zbMATH Keywords

iterative algorithmoptimal approximationmodel updatingpartially prescribed spectral datadamped structural system

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (4)

Inverse eigenvalue problems for discrete gyroscopic systems ⋮ An efficient iterative updating method for hysteretic damping models ⋮ Updating undamped structural models using displacement output feedback ⋮ Analytical dynamic model modification using acceleration and displacement feedback

Uses Software

• MatrixMarket

Cites Work

• An iterative updating method for undamped structural systems
• On a class of inverse quadratic eigenvalue problem
• A model updating method for undamped structural systems
• An inverse quadratic eigenvalue problem for damped structural systems
• An iterative method for solving the generalized coupled Sylvester matrix equations over generalized bisymmetric matrices
• The residual based extended least squares identification method for dual-rate systems
• A symmetric inverse eigenvalue problem in structural dynamic model updating
• Generalized inverses. Theory and applications.
• Finite element model updating in structural dynamics
• Iterative solutions of the generalized Sylvester matrix equations by using the hierarchical identification principle
• Iterative least-squares solutions of coupled sylvester matrix equations
• The Quadratic Eigenvalue Problem
• On Iterative Solutions of General Coupled Matrix Equations
• Quadratic Model Updating with Symmetry, Positive Definiteness, and No Spill-Over
• Stiffness matrix correction from incomplete test data
• Optimization Procedure to Correct Stiffness and Flexibility Matrices Using Vibration Tests
• Gradient based iterative algorithms for solving a class of matrix equations

This page was built for publication: A gradient based iterative algorithm for solving structural dynamics model updating problems