Detail publikace

Zkouška modelu segmentového mostu se spřaženou mostovkou

STRÁSKÝ, J., NEČAS, R.

Originální název

Zkouška modelu segmentového mostu se spřaženou mostovkou

Český název

Zkouška modelu segmentového mostu se spřaženou mostovkou

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

cs

Originální abstrakt

The design and construction of the model of the segmental bridge structure that is post-tensioned both by internal bonded tendons and external non-bonded tendons is described in the terms of the static and structural solution and technology of the production and erection. The aim of the test is to verify the behaviour of the structure for the service and ultimate load. The model of the structure, which is formed by a continuous beam of two spans, was derived from the already built segmental bridge across the Mikulas Street in Plzen.

Český abstrakt

The design and construction of the model of the segmental bridge structure that is post-tensioned both by internal bonded tendons and external non-bonded tendons is described in the terms of the static and structural solution and technology of the production and erection. The aim of the test is to verify the behaviour of the structure for the service and ultimate load. The model of the structure, which is formed by a continuous beam of two spans, was derived from the already built segmental bridge across the Mikulas Street in Plzen.

Klíčová slova

segmental bridge, composite deck slab, prestressing, model, loading tests

Rok RIV

2004

Vydáno

14.10.2004

Nakladatel

CERM, s.r.o. Brno

Místo

Brno

ISBN

80-7204-354-4

Kniha

Sborník z konference Experimet 2004

Edice

1

Číslo vydání

1

Strany od

529

Strany do

534

Strany počet

6

Dokumenty

BibTex 


@inproceedings{BUT12559,
  author="Jiří {Stráský} and Radim {Nečas}",
  title="Zkouška modelu segmentového mostu se spřaženou mostovkou",
  annote="The design and construction of the model of the segmental bridge structure that is post-tensioned both by internal bonded tendons and external non-bonded tendons is described in the terms of the static and structural solution and technology of the production and erection. The aim of the test is to verify the behaviour of the structure for the service and ultimate load. The model of the structure, which is formed by a continuous beam of two spans, was derived from the already built segmental bridge across the Mikulas Street in Plzen.",
  address="CERM, s.r.o. Brno",
  booktitle="Sborník z konference Experimet 2004",
  chapter="12559",
  edition="1",
  institution="CERM, s.r.o. Brno",
  number="10",
  year="2004",
  month="october",
  pages="529--534",
  publisher="CERM, s.r.o. Brno",
  type="conference paper"
}