<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/CINECAstyle.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>2026-09-24T17:31:37Z</responseDate><request verb="GetRecord" identifier="oai:www.iris.unict.it:20.500.11769/582884" metadataPrefix="oai_dc">https://www.iris.unict.it/oai/request</request><GetRecord><record><header><identifier>oai:www.iris.unict.it:20.500.11769/582884</identifier><datestamp>2023-12-13T00:29:45Z</datestamp><setSpec>com_20.500.11769_434851</setSpec><setSpec>com_123456789_40</setSpec><setSpec>col_20.500.11769_434852</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
<dc:title>Analisi numerica di muri in terra rinforzata in campo statico e dinamico</dc:title>
<dc:creator>TODARO, MARIA</dc:creator>
<dc:contributor>Todaro, Maria</dc:contributor>
<dc:contributor>MOTTA, Ernesto</dc:contributor>
<dc:contributor>GHERSI, Aurelio</dc:contributor>
<dc:subject>Earth reinforced walls, FEM analysis, Earthquake</dc:subject>
<dc:description>Nel lavoro di tesi viene valutato il comportamento  in campo statico e dinamico di una determinata tipologia di opere di sostegno con pannelli di facciata in calcestruzzo e rinforzi polimerici. Allo scopo è stata effettuata un analisi numerica con un codice di calcolo agli elementi finiti, definendo quali metodologie tra quelle comunemente utilizzate nella pratica progettuale potrebbero essere più adeguate a verificare la funzionalità e la sicurezza di tali tipologie di opere.</dc:description>
<dc:description>In this work the reinforced soil wall behavior with concrete facing panels and polymeric reinforcements  is evaluated in static and dynamic condition. to the aim a numerical analysis was carried out with a FEM code, defining what methods among those commonly used in the practice of design may be more appropriate to verify the functionality and safety of such structures.</dc:description>
<dc:date>2015-12-10</dc:date>
<dc:type>info:eu-repo/semantics/doctoralThesis</dc:type>
<dc:identifier>https://hdl.handle.net/20.500.11769/582884</dc:identifier>
<dc:language>ita</dc:language>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:publisher>Università degli studi di Catania</dc:publisher>
<dc:publisher>place:Catania</dc:publisher>
<dc:rights>license:PUBBLICO - Pubblico con Copyright</dc:rights>
<dc:rights>license uri:iris.PUB02</dc:rights>
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