This paper presents the importance of the second-order effects in behaviour of steel frame structures. EN
1993-1-1 were distinguished three main methods: taking / without taking into account second order effects depending
on the sensitivity of horizontal design effects and tolerance. Using these methods, the susceptibility of steel frame structures to second-order impacts is considered in accordance with EN 1993-1-1. The study was performed taking into
account also the rotational stiffness of the joints of the frame structure. In this way, trying to determine the effect of the
joint on the rotational rigidity makes the frame structure more sensitive to second order impacts. It is also considered a
semi-rigid joints effects the general frame-tailed P-Δ and the second row stress. This establishes the link between the
effects of the second-order and the semi-rigid joints in the overall (general) analysis. Frame-building sensitivity makes
it possible to compare and measure the importance of such dependencies.
Analysis of second-order effects of constructions behaviour
