The Response of Masonry Barrel Vaults to Repetitive Static and Dynamic Loads and Example of Rehabilitation of Historic Barrel Vaults

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00328253" target="_blank" >RIV/68407700:21110/19:00328253 - isvavai.cz</a>

Result on the web

<a href="https://link.springer.com/chapter/10.1007/978-3-319-99441-3_158" target="_blank" >https://link.springer.com/chapter/10.1007/978-3-319-99441-3_158</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-319-99441-3_158" target="_blank" >10.1007/978-3-319-99441-3_158</a>

Result language

angličtina

Original language name

The Response of Masonry Barrel Vaults to Repetitive Static and Dynamic Loads and Example of Rehabilitation of Historic Barrel Vaults

Original language description

The article will present the main results of experimental and theoretical research into non-reinforced barrel vault constructions and barrel vault construction reinforced with composites based on high-strength fibres and epoxy resin, or special polymer cement mortar. Vaulted constructions of historic and heritage buildings are extremely sensitive to deformations of the supporting construction, and their response to seismic effects may often be accompanied by cracking and mechanical vault failures. The results of research and study into the dynamic behaviour of barrel vaults brings new knowledge applicable in the prevention of vault failures in regions with an increased intensity of natural or technical seismicity, for the identification and localisation of failures using e.g. MAC or COMAC criteria. It can also be valuable in their serviceability assessment and service life extension. The second part of the article presents the results of theoretical and experimental analysis and a practical example of the stabilisation and reinforcement of 16 extensively damaged barrel vaults (with a 3.05Â m span) with large lunettes situated over the cloister in the Premonstrate Monastery in Teplá (built in the 16th century), located in a seismically active region of West Bohemia.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

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OECD FORD branch

20103 - Architecture engineering

Project

<a href="/en/project/DG16P02M055" target="_blank" >DG16P02M055: Research and development of materials, processes and techniques for restoration, preservation and strengthening of historic masonry structures, surfaces and systems for preventive care of heritage buildings exposed to anthropogenic and natural risks</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2019

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Structural Analysis of Historical Constructions

ISBN

978-3-319-99440-6

ISSN

2211-0844

e-ISSN

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Number of pages

9

Pages from-to

1471-1479

Publisher name

Springer, Cham

Place of publication

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Event location

Cusco

Event date

Sep 11, 2018

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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