Synapse 发表于 2025-3-25 06:16:30

Phenomenological and Mathematical Modelling of Coupled Instabilities,ween the coupled instability parameters are developed. Simple mechanical models are used for explaining or understanding the different types of coupled instabilities : Augusti, Luongo-Pignataro, Thompson-Gaspar, Budiansky-Hutchinson and Hunt-Burgan-Gioncu models, are the archetypes for these types.

小步走路 发表于 2025-3-25 10:58:16

http://reply.papertrans.cn/24/2392/239149/239149_22.png

变形词 发表于 2025-3-25 12:17:19

0254-1971 rical and semi-empirical approaches of the interactive buckling of metal structures. Optimum design account taken of coupled instabilities and code aspects are also briefly covered.978-3-211-82917-2978-3-7091-2510-6Series ISSN 0254-1971 Series E-ISSN 2309-3706

我没有强迫 发表于 2025-3-25 19:33:00

http://reply.papertrans.cn/24/2392/239149/239149_24.png

STALL 发表于 2025-3-25 23:06:55

Ökonomischer Umgang mit dem Sozialentive actions and containing two real control parameters are considered. Two simple models are used to show double Hopf and Hopf -divergence bifurcation. Post-critical solutions are discussed in terms of non-linear coupling between respectively two dynamic modes or one dynamic and one buckling mode.

冷淡一切 发表于 2025-3-26 00:11:34

An Introduction to Compound and Coupled Buckling and Dynamic Bifurcations,tive actions and containing two real control parameters are considered. Two simple models are used to show double Hopf and Hopf -divergence bifurcation. Post-critical solutions are discussed in terms of non-linear coupling between respectively two dynamic modes or one dynamic and one buckling mode.

推延 发表于 2025-3-26 06:31:56

http://reply.papertrans.cn/24/2392/239149/239149_27.png

fatty-streak 发表于 2025-3-26 12:04:20

http://reply.papertrans.cn/24/2392/239149/239149_28.png

Amnesty 发表于 2025-3-26 13:13:05

http://reply.papertrans.cn/24/2392/239149/239149_29.png

Brittle 发表于 2025-3-26 18:30:47

Jutta Hartmann,Bettina Hünersdorfmembers is proposed. In fact, the general format of European buckling curves is still valid, and only the α imperfection coefficient must be calibrated in terms of both the erosion factor and effective area of the member cross-section. The erosion of critical load is evaluated by statistical process
页: 1 2 [3] 4
查看完整版本: Titlebook: Coupled Instabilities in Metal Structures; Theoretical and Desi Jacques Rondal Conference proceedings 1998 CISM Udine 1998 Angewandte Mecha