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"
}