𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Ritz method for dynamic analysis of large discrete linear systems with non-proportional damping

✍ Scribed by Adnan Ibrahimbegovic; Harn C. Chen; Edward L. Wilson; Robert L. Taylor


Publisher
John Wiley and Sons
Year
1990
Tongue
English
Weight
823 KB
Volume
19
Category
Article
ISSN
0098-8847

No coin nor oath required. For personal study only.


πŸ“œ SIMILAR VOLUMES


A pseudo-force iterative method with sep
✍ Feng-Bao Lin; Yung-Kuo Wang; Young S. Cho πŸ“‚ Article πŸ“… 2002 πŸ› John Wiley and Sons 🌐 English βš– 104 KB πŸ‘ 1 views

## Abstract Dynamic equilibrium equations of structural systems with non‐proportional damping are coupled through the damping terms. Such coupling invalidates application of the classical modal superposition method. In this paper, a mode‐superposition pseudo‐force method is proposed. The coupled eq

Mode-superposition methods in dynamic an
✍ G. Borino; G. Muscolino πŸ“‚ Article πŸ“… 1986 πŸ› John Wiley and Sons 🌐 English βš– 668 KB

Mode-superposition analysis is an efficient tool for the evaluation of the response of linear systems subjected to dynamic agencies. Two well-known mode-superposition methods are available in the literature, the mode-displacement method and the mode-acceleration method. Within this frame a method is

A computationally efficient algorithm fo
✍ Kim, Man-Cheol; Lee, In-Won πŸ“‚ Article πŸ“… 1999 πŸ› John Wiley and Sons 🌐 English βš– 168 KB πŸ‘ 2 views

In this paper, a solution method is presented to solve the eigenproblem arising in the dynamic analysis of non-proportional damping systems with symmetric matrices. The method is based on the Lanczos method to generate one pair of Krylov subspaces consisting of trial vectors, which is then used to r

METHOD OF MULTIPLE SCALES FOR VIBRATION
✍ Z. Ji; J.W. Zu πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 211 KB

The method of multiple scales is developed to analyze the free and forced vibration of non-linear rotor-bearing systems. The rotating shaft is described by the Timoshenko beam theory which considers the effect of the rotary inertia and shear deformation. A non-linear bearing pedestal model is assume