In the transient analysis of engineering structures by the finite element method there are several commonly used time integration schemes such as the method of central difference, the Newmark method, the Wilson-u method, the Houbolt method and the a-method of Hilber-Hughes-Taylor. In this paper thes
✦ LIBER ✦
COMMENTS ON “AN ASSESSMENT OF TIME INTEGRATION SCHEMES FOR NON-LINEAR DYNAMIC EQUATIONS”
✍ Scribed by K.H. Low
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 142 KB
- Volume
- 201
- Category
- Article
- ISSN
- 0022-460X
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📜 SIMILAR VOLUMES
AN ASSESSMENT OF TIME INTEGRATION SCHEME
✍
Y.M. Xie
📂
Article
📅
1996
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Elsevier Science
🌐
English
⚖ 402 KB
TIME INTEGRATION OF NON-LINEAR DYNAMIC E
✍
M.B. ROSALES; C.P. FILIPICH
📂
Article
📅
2002
🏛
Elsevier Science
🌐
English
⚖ 236 KB
Non-linear dynamic problems governed by ordinary (ODE) or partial di!erential equations (PDE) are herein approached by means of an alternative methodology. A generalized solution named WEM by the authors and previously developed for boundary value problems, is applied to linear and non-linear equati
SOME REMARKS ON THE NUMERICAL TIME INTEG
✍
P.B. Bornemann; U. Galvanetto
📂
Article
📅
2002
🏛
Elsevier Science
🌐
English
⚖ 256 KB
EFFECTS OF NUMERICAL DISSIPATION AND DIS
✍
N.S. DICKEY; A. SELAMET; K.V. TALLIO
📂
Article
📅
2003
🏛
Elsevier Science
🌐
English
⚖ 265 KB