Detail publikace

Problematika projektu a výroby modelu segmentového mostu se spřazenou ŽB mostovnou

NEČAS, R., VYMAZAL, T.

Originální název

Problematika projektu a výroby modelu segmentového mostu se spřazenou ŽB mostovnou

Český název

Problematika projektu a výroby modelu segmentového mostu se spřazenou ŽB mostovnou

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

cs

Originální abstrakt

The model of segmental bridge with the composite RC deck simulating a real structure at a reduced scale was designed and manufactured to determine the limit state by static loading test /i.e. loading of the structure ut to its failure). From the results of the experimental tests on the model, the limit state of the real bridge structure SO213 over Mikulášská street in Plzeň (continuous prestressed segmental structure of seven spans with cast in place composite deck slab) can be derived.

Český abstrakt

The model of segmental bridge with the composite RC deck simulating a real structure at a reduced scale was designed and manufactured to determine the limit state by static loading test /i.e. loading of the structure ut to its failure). From the results of the experimental tests on the model, the limit state of the real bridge structure SO213 over Mikulášská street in Plzeň (continuous prestressed segmental structure of seven spans with cast in place composite deck slab) can be derived.

Rok RIV

2001

Vydáno

21.02.2001

Místo

VUT v Brně

ISBN

1212-9275

Kniha

3. odborný seminář doktorského studia VUT v Brně

Číslo vydání

1

Strany od

81-84

Strany počet

4

Dokumenty

BibTex 


@inproceedings{BUT6290,
  author="Radim {Nečas} and Tomáš {Vymazal}",
  title="Problematika projektu a výroby modelu segmentového mostu se spřazenou ŽB mostovnou",
  annote="The model of segmental bridge with the composite RC deck simulating a real structure at a reduced scale was designed and manufactured to determine the limit state by static loading test /i.e. loading of the structure ut to its failure). From the results of the experimental tests on the model, the limit state of the real bridge structure SO213 over Mikulášská street in Plzeň (continuous prestressed segmental structure of seven spans with cast in place composite deck slab) can be derived.",
  booktitle="3. odborný seminář doktorského studia VUT v Brně",
  chapter="6290",
  year="2001",
  month="february",
  pages="81-84",
  type="conference paper"
}