Eigenproblem solution of damped structural systems

DOI10.1002/nme.1620080414zbMath0284.70015OpenAlexW2011805578MaRDI QIDQ4770543

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Publication date: 1974

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620080414

Mathematics Subject Classification ID

Linear vibration theory (70J99) Software, source code, etc. for problems pertaining to mechanics of particles and systems (70-04)

Related Items (6)

LEFTMOST EIGENVALUE OF REAL AND COMPLEX SPARSE MATRICES ON PARALLEL COMPUTER USING APPROXIMATE INVERSE PRECONDITIONING ⋮ Unnamed Item ⋮ A modified modal analysis method for damped multi‐degree‐of‐freedom‐systems in structural mechanics ⋮ Critical assessment of different mass lumping schemes for higher order serendipity finite elements ⋮ A theorem for locating eigenvalues ⋮ Eigensolution of nonclassically damped structures by complex subspace iteration

Cites Work

• Unnamed Item
• Free Vibrations of Single-branch Structural Systems
• Eigenvalues of Ax =  Bx with band symmetric A and B
• Solution of eigenvalue problems by sturm sequence method
• Solution of quadratic matrix equations for free vibration analysis of structures
• Vibration of frames and other structures with banded stiffness matrix
• Eigenproblem solution by a combined Sturm sequence and inverse iteration technique
• On a combined sturm sequence and inverse iteration technique for eigenproblem solution of spinning structures

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