Локальная устойчивость плоских многогранников сетчатых куполов

  • Вячеслав Игнатьевич Драган Department of Building Structures
  • К. К. ГЛУШКО Department of Building Structures
Keywords: stress-strain state, fragment, mesh dome


The dependences for determining the stress-strain state of a fragment of a mesh dome. These formulas are valid for the case of constant-largest hub load on a mesh dome. Experimentally determined tense and strained state of the dome fragment. The proposed method has a good agreement with the experimental results.

Research articles