Detail publikace

Additional strengthening of masonry vaults with non-prestressed additional reinforcement

ŠTĚPÁNEK, P. ZLÁMAL, M.

Originální název

Additional strengthening of masonry vaults with non-prestressed additional reinforcement

Anglický název

Additional strengthening of masonry vaults with non-prestressed additional reinforcement

Jazyk

en

Originální abstrakt

An experimental validation of additional strengthening consisting of: pull-out (anchorage) tests of the system in masonry made from Czech bricks, load tests of beams made from "London Brick" and Czech bricks, load tests of vaults made from Czech bricks. Aim of the works was: Evaluation, testing a new method for masonry strengthening by retrofit reinforcement using non-prestressed steel rebars to resist the bending moment or eccentric tensile force, development of a design methodology (algorithm) for strengthening - set up of mathematical model, parametric study, establish practice guide, development of new software or new modulus into existing program (e.g. Ring)

Anglický abstrakt

An experimental validation of additional strengthening consisting of: pull-out (anchorage) tests of the system in masonry made from Czech bricks, load tests of beams made from "London Brick" and Czech bricks, load tests of vaults made from Czech bricks. Aim of the works was: Evaluation, testing a new method for masonry strengthening by retrofit reinforcement using non-prestressed steel rebars to resist the bending moment or eccentric tensile force, development of a design methodology (algorithm) for strengthening - set up of mathematical model, parametric study, establish practice guide, development of new software or new modulus into existing program (e.g. Ring)

Dokumenty

BibTex


@inproceedings{BUT22162,
  author="Petr {Štěpánek} and Martin {Zlámal}",
  title="Additional strengthening of masonry vaults with non-prestressed additional reinforcement",
  annote="An experimental validation of additional strengthening consisting of: pull-out (anchorage) tests of the system in masonry made from Czech bricks, load tests of beams made from "London Brick" and Czech  bricks, load tests of vaults made from Czech bricks.
Aim of the works was: Evaluation, testing a new method for masonry strengthening by retrofit reinforcement using non-prestressed steel rebars to resist the bending moment or eccentric tensile force, development of a design methodology (algorithm) for strengthening - set up of mathematical model, parametric study, establish practice guide, development of new software or new modulus into existing program (e.g. Ring)",
  address="Engineering Technics Press,",
  booktitle="Structural Faults and Repair - 2006",
  chapter="22162",
  institution="Engineering Technics Press,",
  year="2006",
  month="june",
  pages="149--149",
  publisher="Engineering Technics Press,",
  type="conference paper"
}