Experimental research into the response of segmental barrel vaults to repetitive static and dynamic loads

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F20%3A00522112" target="_blank" >RIV/68378297:_____/20:00522112 - isvavai.cz</a>

Alternative codes found

RIV/68407700:21110/20:00339536

Result on the web

<a href="https://doi.org/10.1016/j.engstruct.2020.110342" target="_blank" >https://doi.org/10.1016/j.engstruct.2020.110342</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.engstruct.2020.110342" target="_blank" >10.1016/j.engstruct.2020.110342</a>

Result language

angličtina

Original language name

Experimental research into the response of segmental barrel vaults to repetitive static and dynamic loads

Original language description

The article briefly recalls the issue of historical buildings located in seismically active areas. In the introduction of the paper, the issue of the change of the dynamic response of the structure as a method for determining the possible damage of the structure, which can be difficult to detect by other diagnostic procedures, is discussed. Furthermore, the article outlines the procedure for determining some significant characteristics (such as bending stiffness etc.) by means of the dynamic response of the structure, and simplified relationships and recommendations for diagnosing arch structures based on its dynamic response. The focus of the paper is on the general analysis of the results of experimental tests of five segmental barrel vaults, of which two were reinforced with CFRP strips subjected to alternating static and dynamic loads. Due to the structure of the vault - single-layer masonry with a thickness of 150 mm - a loading mode was required. In the article conclusion the test results are interpreted with regard to the above mentioned facts (extent of experimental loading, specific vault structure) and it is stated that they have demonstrated the possibility of using a change of dynamic characteristics as a possible diagnostic method of the origin and development of defects on the vault structure.

Czech name

—

Czech description

—

Type

J_imp - Article in a specialist periodical, which is included in the Web of Science database

CEP classification

—

OECD FORD branch

20101 - Civil 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

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year

2020

Confidentiality

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

Name of the periodical

Engineering Structures

ISSN

0141-0296

e-ISSN

—

Volume of the periodical

208

Issue of the periodical within the volume

April

Country of publishing house

GB - UNITED KINGDOM

Number of pages

12

Pages from-to

110342

UT code for WoS article

000529863600004

EID of the result in the Scopus database

2-s2.0-85079118033