Detail publikace

Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats

Originální název

Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats

Anglický název

Computational modeling and experimental testing of shear and flexure performance of prestressing concrete T-shaped beams-safety formats

Jazyk

en

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.

Anglický 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.

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",
  annote="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.",
  address="CRC press, Taylor and Francis",
  booktitle="Proceedings of Computational modelling of concrete and concrete structures",
  chapter="151750",
  doi="10.1201/9781315182964-72",
  howpublished="print",
  institution="CRC press, Taylor and Francis",
  year="2018",
  month="february",
  pages="595--603",
  publisher="CRC press, Taylor and Francis",
  type="conference paper"
}