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STRAUSS, A. KRUG, B. SLOWIK, O. NOVÁK, D. NOVÁK, L.
Original Title
Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Probabilistic design, concrete, safety formats
Authors
STRAUSS, A.; KRUG, B.; SLOWIK, O.; NOVÁK, D.; NOVÁK, L.
Released
25. 2. 2018
Publisher
CRC press, Taylor and Francis
Location
London
ISBN
978-1-138-74117-1
Book
Proceedings of Computational modelling of concrete and concrete structures
Pages from
595
Pages to
603
Pages count
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" }