Detail publikačního výsledku

Additional strengthening of masonry vaulted structures by nonprestressed reinforcement

ZLÁMAL, M.; ŠTĚPÁNEK, P.

Originální název

Additional strengthening of masonry vaulted structures by nonprestressed reinforcement

Anglický název

Additional strengthening of masonry vaulted structures by nonprestressed reinforcement

Druh

Článek recenzovaný mimo WoS a Scopus

Originální abstrakt

Performed experiments on additional strengthend vaults with metallic helical reinforcement and non-metallic composite glass reinforcement (GFRP) proved expressive influence on carrying - capacity of masonry vaults.

Anglický abstrakt

Performed experiments on additional strengthend vaults with metallic helical reinforcement and non-metallic composite glass reinforcement (GFRP) proved expressive influence on carrying - capacity of masonry vaults.

Klíčová slova

Bridges, GFRP, Masonry, Mathematical model, Backfill, strengthening, Vault

Klíčová slova v angličtině

Bridges, GFRP, Masonry, Mathematical model, Backfill, strengthening, Vault

Autoři

ZLÁMAL, M.; ŠTĚPÁNEK, P.

Rok RIV

2010

Vydáno

28.10.2009

Nakladatel

Silesian University of Technology

Místo

Gliwice, Poland

ISSN

1899-0142

Periodikum

Architecture Civil Engineering Environment

Svazek

2

Číslo

3

Stát

Polská republika

Strany od

85

Strany do

90

Strany počet

6

BibTex

@article{BUT47184,
  author="Martin {Zlámal} and Petr {Štěpánek}",
  title="Additional strengthening of masonry vaulted structures by nonprestressed reinforcement",
  journal="Architecture Civil Engineering Environment",
  year="2009",
  volume="2",
  number="3",
  pages="85--90",
  issn="1899-0142"
}