Publication result detail

Metodology of loading test of segments of a bridge deck in transversal direction

KLUSÁČEK, L.; NEČAS, R.

Original Title

Metodology of loading test of segments of a bridge deck in transversal direction

English Title

Metodology of loading test of segments of a bridge deck in transversal direction

Type

Chapter in a book

Original Abstract

In recent development of bridge engineering, determination of ultimate strength either of individual members or of the whole structure is still more often required to assess each member in operating conditions. The behavior of a segment from high performance concrete at ultimate strength tests is therefore quite actual problem.

English abstract

In recent development of bridge engineering, determination of ultimate strength either of individual members or of the whole structure is still more often required to assess each member in operating conditions. The behavior of a segment from high performance concrete at ultimate strength tests is therefore quite actual problem.

Keywords

self-anchored structure, high strength concrete, nonlinear solution, post-tensioning by external tendons

Key words in English

self-anchored structure, high strength concrete, nonlinear solution, post-tensioning by external tendons

Authors

KLUSÁČEK, L.; NEČAS, R.

Released

30.11.2007

Publisher

Nakladatelství ČVUT

Location

Praha

ISBN

978-80-01-04179-6

Book

Technical Sheets 2007 Part 2: Application of Advanced materials in Integrated Design of Structures

Edition

1

Pages from

81

Pages to

82

Pages count

2

BibTex

@inbook{BUT55908,
  author="Ladislav {Klusáček} and Radim {Nečas}",
  title="Metodology of loading test of segments of a bridge deck in transversal direction",
  booktitle="Technical Sheets 2007 Part 2: Application of Advanced materials in Integrated Design of Structures",
  year="2007",
  publisher="Nakladatelství ČVUT",
  address="Praha",
  series="1",
  edition="1",
  pages="81--82",
  isbn="978-80-01-04179-6"
}