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STRAUSS, A. KRUG, B. SLOWIK, O. NOVÁK, D. NOVÁK, L.
Originální název
Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
A complex approach to probabilistic analysis and design of precast prestressed concrete girders failing in shear is presented. Experimental studies have been performed on full scale prestressed concrete roof elements and scaled laboratory tested elements.
Klíčová slova
Probabilistic design, concrete, safety formats
Autoři
STRAUSS, A.; KRUG, B.; SLOWIK, O.; NOVÁK, D.; NOVÁK, L.
Vydáno
25. 2. 2018
Nakladatel
CRC press, Taylor and Francis
Místo
London
ISBN
978-1-138-74117-1
Kniha
Proceedings of Computational modelling of concrete and concrete structures
Strany od
595
Strany do
603
Strany počet
9
URL
https://www.taylorfrancis.com/books/9781351726764
BibTex
@inproceedings{BUT151750, author="Alfred {Strauss} and Bernhard {Krug} and Ondřej {Slowik} and Drahomír {Novák} and Lukáš {Novák}", title="Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats", booktitle="Proceedings of Computational modelling of concrete and concrete structures", year="2018", pages="595--603", publisher="CRC press, Taylor and Francis", address="London", doi="10.1201/9781315182964-72", isbn="978-1-138-74117-1", url="https://www.taylorfrancis.com/books/9781351726764" }