Publication detail

Approaches to the design of masonry vaults strengthened by additionally inserted reinforcement

ZLÁMAL, M. ŠTĚPÁNEK, P. ŠIMŮNEK, P. LANÍKOVÁ, I.

Original Title

Approaches to the design of masonry vaults strengthened by additionally inserted reinforcement

Type

conference paper

Language

English

Original Abstract

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)

Keywords

masonry; tests; strengthening

Authors

ZLÁMAL, M.; ŠTĚPÁNEK, P.; ŠIMŮNEK, P.; LANÍKOVÁ, I.

RIV year

2012

Released

3. 7. 2012

Publisher

Engineering Technics Press,

Location

Edinburgh, UK

ISBN

0-947644-59-8

Book

Structural Faults and Repair - 2012

Edition

1

Edition number

1

Pages from

93

Pages to

94

Pages count

2

URL

http://www.structuralfaultsandrepair.com

BibTex

@inproceedings{BUT92876,
  author="Martin {Zlámal} and Petr {Štěpánek} and Petr {Šimůnek} and Ivana {Laníková}",
  title="Approaches to the design of masonry vaults strengthened by additionally inserted reinforcement",
  booktitle="Structural Faults and Repair - 2012",
  year="2012",
  series="1",
  number="1",
  pages="93--94",
  publisher="Engineering Technics Press,",
  address="Edinburgh,  UK",
  isbn="0-947644-59-8",
  url="http://www.structuralfaultsandrepair.com"
}