Publication detail

Bearing capacity of masonry walls in churches by means of a probabilistic assessment

KUKLÍK, P. SUSANTI, E. MARTIN, V. NOVÁK, D. PUKL, R.

Original Title

Bearing capacity of masonry walls in churches by means of a probabilistic assessment

Type

book chapter

Language

English

Original Abstract

The nonlinear computational modeling of the enclosure masonry walls in historical churches was combined with stochastic simulation techniques. The approach is interdisciplinary and shows the possibility of utilization of efficient advanced numerical tools and techniques for analysis of historical structures. The numerical results confirmed sufficient load bearing capacity of the analyzed masonry walls, and validated the structure sense of medieval architects and manual skills of local bricklayers.

Keywords

Transversal tension, Nonlinear behavior, Fracture mechanics, Stochastic modeling

Authors

KUKLÍK, P.; SUSANTI, E.; MARTIN, V.; NOVÁK, D.; PUKL, R.

Released

13. 9. 2018

ISBN

978-3-319-99440-6

Book

Structural Analysis of Historical Constructions, An Interdisciplinary Approach

Edition

RILEM Bookseries

Pages from

1036

Pages to

1044

Pages count

9

BibTex

@inbook{BUT151746,
  author="Pavel {Kuklík} and Evi {Susanti} and Válek {Martin} and Drahomír {Novák} and Radomír {Pukl}",
  title="Bearing capacity of masonry walls in churches by means of a probabilistic assessment",
  booktitle="Structural Analysis of Historical Constructions, An Interdisciplinary Approach",
  year="2018",
  series="RILEM Bookseries",
  pages="1036--1044",
  doi="10.1007/978-3-319-99441-3\{_}112",
  isbn="978-3-319-99440-6"
}