سال انتشار: ۱۳۸۵

محل انتشار: هفتمین کنگره بین المللی مهندسی عمران

تعداد صفحات: ۸

نویسنده(ها):

I.M.KANI – Associate Professor of Structural Engineering
A.HEIDARI – Research Scholar of Structural Engineering

چکیده:

In this paper a numerical and experimental study of the collapse and post-collapse behaviour of shallow lattice domes is carries out. The solution of the nonlinear stiffness equations is desined so that critical points on the equilibrium path are identified in the results as well as obtaining the bifurcation path. The experimental results presented are compared with the corresponding numerical prediction and their reasonable agree-ment demonstrated.