Detail publikace

Development of a finite element model for masonry arch bridges incorporating stochastic material parameters.

KRAWTSCHUK, A. ZIMMERMANN, T. HAIDER, K. STRAUSS, A. ZEMAN, O.

Originální název

Development of a finite element model for masonry arch bridges incorporating stochastic material parameters.

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Due to the fact that historical arch bridges nowadays are one of the oldest infrastructural buildings which are still in usage, the estimation of the Bering capacity of these structures is quite important to companies responsible for maintenance. In most cases the material parameters and the geometrical shape are unknown which Leeds to an uncertainty in the determination of the bearing behaviour. In addition the experimental program to determine the input parameters as well as to quantify stochastic properties is pointed out. By means of these stochastic material parameters the accuracy of the finite element model can be increased for a realistic and useable approach on existing historical arch bridges.

Klíčová slova

arch bridges, stochastic material parameters

Autoři

KRAWTSCHUK, A.; ZIMMERMANN, T.; HAIDER, K.; STRAUSS, A.; ZEMAN, O.

Rok RIV

2012

Vydáno

15. 11. 2012

Místo

Stuttgart, Německo

ISBN

978-3-921837-67-2

Kniha

10th International Probabilistic Workshop

Strany od

367

Strany do

375

Strany počet

9

BibTex

@inproceedings{BUT99099,
  author="Alexander {Krawtschuk} and Thomas {Zimmermann} and Katharina {Haider} and Alfred {Strauss} and Oliver {Zeman}",
  title="Development of a finite element model for masonry arch bridges incorporating stochastic material parameters.",
  booktitle="10th International Probabilistic Workshop",
  year="2012",
  pages="367--375",
  address="Stuttgart, Německo",
  isbn="978-3-921837-67-2"
}