Bridges are subject to a plethora of deterioration phenomena, such as corrosion, fatigue,
and damaging events (eg, truck impacts and earthquakes) that can affect their performance …

During the past decade, monitoring concepts for structural systems have been subjected to a
rapid development process. They have become more and more important in the intervention …

Engineering structures are subjected to time-dependent loading and strength degradation
processes. The main purpose of both designer and owner is to keep these processes under …

The experimental research results of material and geometrical characteristics of Czech steel
are given in the presented paper. Measurements are carried out for the yield strength of …

The objective of the paper is to analyse the influence of initial imperfections on the
behaviour of a steel member under compression. The influence of the variability of initial …

The paper deals with the analysis of reliability of a hot-rolled steel IPE-beam designed
according to Eurocodes. A beam at its ultimate limit state is considered. The load acting on …

General ideas and problems of probability approach and its utilization in the verification of
structural design procedures of EUROCODES are mentioned. The paper is aimed at the …

The main focus of the paper is the analysis of the influence of residual stress on the ultimate
limit state of a hot‐rolled member in compression. The member was modelled using thin …

The objective of the paper is to analyse the influence of initial imperfections on the load-
carrying capacity of a single storey steel plane frame comprised of two columns loaded in …

The presented paper deals with the stochastic analysis of the ultimate limit states of steel‐
concrete building members. The load carrying capacity of steel‐concrete columns …