<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-14T21:05:52Z</responseDate><request verb="GetRecord" identifier="oai:uvadoc.uva.es:10324/40232" metadataPrefix="rdf">https://uvadoc.uva.es/oai/request</request><GetRecord><record><header><identifier>oai:uvadoc.uva.es:10324/40232</identifier><datestamp>2021-10-13T14:45:20Z</datestamp><setSpec>com_10324_1167</setSpec><setSpec>com_10324_931</setSpec><setSpec>com_10324_894</setSpec><setSpec>col_10324_1240</setSpec></header><metadata><rdf:RDF xmlns:rdf="http://www.openarchives.org/OAI/2.0/rdf/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:ds="http://dspace.org/ds/elements/1.1/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:ow="http://www.ontoweb.org/ontology/1#" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/rdf/ http://www.openarchives.org/OAI/2.0/rdf.xsd">
<ow:Publication rdf:about="oai:uvadoc.uva.es:10324/40232">
<dc:title>Comportamiento mecánico de los ladrillos de inmuebles de finales del siglo XIX y principios del siglo XX de Zamora (España), información precisa para la restauración</dc:title>
<dc:creator>Ramos Gavilán, Ana Belén</dc:creator>
<dc:creator>Rodríguez Esteban, María Ascensión</dc:creator>
<dc:creator>Antón Iglesias, Natividad</dc:creator>
<dc:creator>Sáez Pérez, María Paz</dc:creator>
<dc:creator>Camino Olea, María Soledad</dc:creator>
<dc:creator>Caballero, Julen</dc:creator>
<dc:description>Producción Científica</dc:description>
<dc:description>Interventions historic brick buildings require an exhaustive analysis of the current characteristics&#xd;
of the bricks, in order to establish the role that these elements maintain in the buildings. This study&#xd;
presents the result of an experimental analysis for the compressive strength of brick specimens&#xd;
extracted from different buildings built in the 19th and 20th centuries in the province of Zamora&#xd;
(Spain). specimens with very different characteristics are analysed, allowing comparisons between&#xd;
brickworks and manufacturing processes. The obtained resistance values are related to the result of&#xd;
a macroscopic and microscopic analysis of the material, which classifies the pieces into four groups,&#xd;
and to the results of the study of the density, absorption and open porosity of the samples. The&#xd;
compressive strength results show high variation between brick specimens and in-between the&#xd;
samples extracted from the same brick. A correlation between the of resistance and open porosity&#xd;
values, with less dispersion in the case of high sintering level is observed. Finally, the compliance&#xd;
with the current rules respect to their carrying capacity is checked.</dc:description>
<dc:description>Interventions historic brick buildings require an exhaustive analysis of the current characteristics&#xd;
of the bricks, in order to establish the role that these elements maintain in the buildings. This study&#xd;
presents the result of an experimental analysis for the compressive strength of brick specimens&#xd;
extracted from different buildings built in the 19th and 20th centuries in the province of Zamora&#xd;
(Spain). specimens with very different characteristics are analysed, allowing comparisons between&#xd;
brickworks and manufacturing processes. The obtained resistance values are related to the result of&#xd;
a macroscopic and microscopic analysis of the material, which classifies the pieces into four groups,&#xd;
and to the results of the study of the density, absorption and open porosity of the samples. The&#xd;
compressive strength results show high variation between brick specimens and in-between the&#xd;
samples extracted from the same brick. A correlation between the of resistance and open porosity&#xd;
values, with less dispersion in the case of high sintering level is observed. Finally, the compliance&#xd;
with the current rules respect to their carrying capacity is checked.</dc:description>
<dc:date>2020-01-16T08:17:03Z</dc:date>
<dc:date>2020-01-16T08:17:03Z</dc:date>
<dc:date>2018</dc:date>
<dc:type>info:eu-repo/semantics/conferenceObject</dc:type>
<dc:identifier>REHABEND 2018: Construction Pathology, Rehabilitation Technology and Heritage Management. 7th REHABEND Congress. Caceres (Spain), May 15th-18th, 2018</dc:identifier>
<dc:identifier>978-84-697-7033-7</dc:identifier>
<dc:identifier>http://uvadoc.uva.es/handle/10324/40232</dc:identifier>
<dc:language>spa</dc:language>
<dc:relation>https://www.rehabend.unican.es/</dc:relation>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
<dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
<dc:publisher>Universidad de Cantabria</dc:publisher>
</ow:Publication>
</rdf:RDF></metadata></record></GetRecord></OAI-PMH>