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PODROUŽEK, J. BENKO, V. KENDICKÝ, P. STRAUSS, A.
Originální název
Reliability assessment of concrete columns
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
When designing reinforced concrete elements which will be subjected primarily to pressure loads, as for example support columns, it is important to take into account any geometrical deviations and displacements under the loading condition (effects of the second order theory). The process of capturing the displacements may present certain difficulties, as the geometrical displacements have an impact not only on zhe influence models (e.g. additional activated momenta) and the current stress situations, but also change the stiffness ratios in the cross-sections. The presented approach demonstrates the importance of such considerations and enables to quantify the reliability indexes for reinforced concrete elements in general.
Klíčová slova
Reinforced concrete elements, reliability, building materials
Autoři
PODROUŽEK, J.; BENKO, V.; KENDICKÝ, P.; STRAUSS, A.
Vydáno
26. 6. 2016
Místo
Foz do Iguacu, Brazil
ISBN
978-1-138-02851-7
Kniha
Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks
Strany od
349
Strany do
355
Strany počet
7
BibTex
@inproceedings{BUT128595, author="Jan {Podroužek} and Vladimír {Benko} and Peter {Kendický} and Alfred {Strauss}", title="Reliability assessment of concrete columns", booktitle="Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks", year="2016", pages="349--355", address="Foz do Iguacu, Brazil", isbn="978-1-138-02851-7" }