CRITERIA FOR THE CALCULATION OF STABILITY MESH SHELLS COVERINGS

Abstract

The self-reactance going is offered near the calculation of stability of the reticulated shell of covering with circular horizontal elements and V-similar cells. The vulnerable area of spatial construction is considered in the conditions of stage-by-stage appendix of the radial loading. Dependence of bendings and horizontal moving of knots is analyzed from flexural inflexibility of part of shell and her reticulated surface. The circumstances of origin of the dangerous critical loading and consequence of the large moving of knots of covering are educed. Influence of degree of filling of net is investigational on the change of membrane inflexibility and sensitiveness of shell to the loss of stability.