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Closed-form eigensolutions and exact complex mode superposition method for non-proportionally rate-independent damped systems
by
Huang, Ying
, Li, Xueju
, Pan, Danguang
in
Algebra
/ Damping
/ Decomposition
/ Earthquake dampers
/ Eigenvalues
/ Eigenvectors
/ Matrix algebra
/ Mode superposition method
/ Perturbation methods
/ Perturbation theory
/ Seismic response
2025
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Closed-form eigensolutions and exact complex mode superposition method for non-proportionally rate-independent damped systems
by
Huang, Ying
, Li, Xueju
, Pan, Danguang
in
Algebra
/ Damping
/ Decomposition
/ Earthquake dampers
/ Eigenvalues
/ Eigenvectors
/ Matrix algebra
/ Mode superposition method
/ Perturbation methods
/ Perturbation theory
/ Seismic response
2025
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Do you wish to request the book?
Closed-form eigensolutions and exact complex mode superposition method for non-proportionally rate-independent damped systems
by
Huang, Ying
, Li, Xueju
, Pan, Danguang
in
Algebra
/ Damping
/ Decomposition
/ Earthquake dampers
/ Eigenvalues
/ Eigenvectors
/ Matrix algebra
/ Mode superposition method
/ Perturbation methods
/ Perturbation theory
/ Seismic response
2025
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Closed-form eigensolutions and exact complex mode superposition method for non-proportionally rate-independent damped systems
Journal Article
Closed-form eigensolutions and exact complex mode superposition method for non-proportionally rate-independent damped systems
2025
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Overview
PurposeThe main objectives of this paper are to develop a novel perturbation method (PM) to solve the complex-orthogonal eigenvalue problem and further propose an exact complex mode superposition method (CMSM) for the non-proportionally rate-independent damped systems.Design/methodology/approachA novel PM is developed to solve the eigenvalue problem. The PM reduced the N-order generalized complex eigenvalue problem into a set of n algebraic equations by the perturbation theory. The convergence and accuracy of the PM are demonstrated by several numerical examples. Further, an exact CMSM is presented. The influences of the imaginary part response of the modal coordinate and the off-diagonal elements of the damping matrix as well as the modal truncation on the solution by CMSM are discussed to illustrate the effectiveness of the developed CMSM.FindingsThe eigenvalues obtained by PM would converge to the exact ones with the increase of the modal numbers. For seismic response, the influence of the imaginary part solutions of the modal coordinate would increase with the increase of the coupling factor. The contribution of higher modes to acceleration response is greater than that to the displacement. The cumulative mode contribution coefficient of acceleration is developed to estimate the numbers of the complex modes for the acceleration seismic response by the CMSM.Originality/value1. An eigenvalue perturbation method for a rate-independent damped system is proposed. 2. PM is carried out by the real mode and accomplishes the reduction of the matrix. 3. CMSM is established for rate-independent damped systems. 4. CMSM considers the effect of imaginary part solutions of the modal coordinate. 5. Modal truncation index is developed to estimate the complex mode number for CMSM.
Publisher
Emerald Publishing Limited,Emerald Group Publishing Limited
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