Application of modified technical torsion-flexural theory for analysis of s
lender thin-walled structures with elastic joints is treated in present pap
er. Theoretical approach and numerical assessments of the influence of elas
tic joints on the load-bearing capacity of thin-walled systems are presente
d. Theoretical approach under consideration of linear and non-linear influe
nces possibly appearing is established. The numerical verifications of the
problem specified are presented. Discussion and evaluation of the results a
nd conclusions obtained are submitted. (C) 2000 Elsevier Science Ltd. All r
ights reserved.