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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" }