Локальная устойчивость плоских многогранников сетчатых куполов

Вячеслав Игнатьевич Драган; К. К. ГЛУШКО

Вячеслав Игнатьевич Драган Department of Building Structures
К. К. ГЛУШКО Department of Building Structures

Keywords: stress-strain state, fragment, mesh dome

Abstract

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.