๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

A conforming unified finite element formulation for the vibration of thick beams and frames

โœ Scribed by Spyridon E. Hirdaris; Arthur W. Lees


Publisher
John Wiley and Sons
Year
2005
Tongue
English
Weight
178 KB
Volume
62
Category
Article
ISSN
0029-5981

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


A new and unified approach for the formu
โœ Bao-Jun, Shi ;Xiao-Yang, Lu ;Huan-Ran, Xu ๐Ÿ“‚ Article ๐Ÿ“… 1999 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 89 KB ๐Ÿ‘ 2 views

This paper presents a new approach for the formulation of multivariable ยฎnite element methods and establishes a systematic approach to tie the various existing hybrid/mixed ยฎnite elements together and to suggest the possibility of constructing some new models.

Superconvergence and an error estimator
โœ J. A. Kirby; M. K. Warby; J. R. Whiteman ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 235 KB ๐Ÿ‘ 3 views

In the context of the equilibrium equations governing an Euler-Bernoulli beam and an assembly of such beams in a frame structure, this article considers the superconvergence of various parameters at various points of the finite element solutions and describes an a posteriori error estimator of the B

A FINITE ELEMENT TIME DOMAIN MODAL FORMU
โœ Y. Shi; C. Mei ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 373 KB

A finite element time domain modal formulation is presented for the large amplitude free vibration of plates. The procedure of deriving the non-linear modal equations of motion is simple and general. Accurate frequency-maximum deflection relations can be obtained for the fundamental and higher non-l

A FINITE ELEMENT FORMULATION FOR COUPLIN
โœ K. HU; N. VLAHOPOULOS; Z.P. MOURELATOS ๐Ÿ“‚ Article ๐Ÿ“… 2002 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 386 KB

The work presented in this paper is based on an existing comprehensive formulation for rotating #exible systems. In the existing formulation the #exible degrees of freedom (d.o.f.) are represented by an analytically computed modal basis and the coupling matrices between the rigid-and the #exible-bod