Detail publikace

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

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

Originální název

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

Typ

kapitola v knize

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Transversal tension, Nonlinear behavior, Fracture mechanics, Stochastic modeling

Autoři

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

Vydáno

13. 9. 2018

ISBN

978-3-319-99440-6

Kniha

Structural Analysis of Historical Constructions, An Interdisciplinary Approach

Edice

RILEM Bookseries

Strany od

1036

Strany do

1044

Strany počet

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"
}