
The problem of snap through of mesh domes with semi rigid connection of rods at the nodes is considered. The dependences of the change in the critical nodal load on the compliance of the nodes are determined. A condition for the local stability of mesh domes is formulated. Рассмотрена задача местной устойчивости стальных сетчатых куполов с упруго-податливым соединением стержней в узлах. Определены зависимости изменения критической узловой нагрузки от податливости узлов. Сформулировано условие местной устойчивости сетчатых куполов.
жёсткость, узел, stiffness, критическая нагрузка, critical load, joint, устойчивость, mesh dome, сетчатый купол, stability, податливость, pliability
жёсткость, узел, stiffness, критическая нагрузка, critical load, joint, устойчивость, mesh dome, сетчатый купол, stability, податливость, pliability
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 0 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Average | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Average | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
