Non-conservative dynamic stiffness analysis of thin-walled structures
β Scribed by A.Y.T. Leung
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 604 KB
- Volume
- 48
- Category
- Article
- ISSN
- 0045-7949
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
The dynamic stiffness method enables one to model an infinite number of natural modes by means of a finite number of degrees of freedom. The method is extended to analyze the lateral buckling of thin wall columns under the influence of a follower axial force and the in-plane moment. The constant in-
Ingenieurwerkstoffe neigen bei erh⬠o ohten Temperaturen zus⬠a atzlich zum elastischen Verhalten zum Kriechen oder, mit anderen Worten, man kann neben einer spontanen Werkstoffreaktion auch eine zeitabh⬠a angige beobachten. Unter Ber⬠u ucksichtigung der wachsenden Sicherheitsanforderungen f⬠u ur
An analytical method for determining natural frequencies and mode shapes of the torsional vibration of continuous beams with thin-walled cross-section is developed by using a general solution of the di!erential equation of motion based on Vlasov's beam theory. This method takes into account the e!ec