Capacity assessment of existing RC columns

F Vecchi, B Belletti - Buildings, 2021 - mdpi.com
Existing reinforced concrete (RC) members, designed in accordance with obsolete codes,
are often characterized by high stirrup spacing. The collapse mechanisms generated by …

Uncertainty quantification in the strain response of prestressed reinforced concrete structures using fractile based sampling

X Wang, A Strauss, N Randl… - Structure and …, 2024 - Taylor & Francis
The probabilistic evaluation of the capacity and response of structural systems is often done
by probabilistic simulation. This approach relies on a considerable number of deterministic …

Probabilistic and semi-probabilistic analysis of slender columns frequently used in structural engineering

A Strauss, M Hauser, B Täubling, AM Ivanković… - Applied Sciences, 2021 - mdpi.com
The stability of slender columns is a topic that has been dealt with in research and practice
for many years. The importance of this topic also increases with the possibility of using non …

Reliability of slender concrete columns designed according to the Eurocodes

J Dobrý, H Wolfger, V Benko - Engineering Structures, 2022 - Elsevier
For compressed structural elements that are likely to lose stability, the second-order theory
has to be incorporated into the design process. In Eurocode 2 (EN 1992-1-1, 2004), there …

International Codes in the Prediction of Load-Bearing Capacity of Slender Columns

A Strauss, N Galvão, JC Matos, M Hauser… - International …, 2021 - Springer
The bearing-buckling capacity of slender columns is carefully addressed in modern codes
by different analytical methods and non-linear advanced numerical methods for structural …