<?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>2026-04-18T18:21:18Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/9962" metadataPrefix="marc">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/9962</identifier><datestamp>2025-01-21T01:05:24Z</datestamp><setSpec>com_10259_4809</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_4810</setSpec></header><metadata><record xmlns="http://www.loc.gov/MARC21/slim" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dcterms="http://purl.org/dc/terms/" xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd">
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<subfield code="a">Mena Alonso, Álvaro</subfield>
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<subfield code="a">Franco, Jorge</subfield>
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<subfield code="a">Miguel, Daniel</subfield>
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<subfield code="a">Mínguez Algarra, Jesús</subfield>
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<subfield code="a">Jiménez, Ana Carla</subfield>
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<subfield code="a">González Cabrera, Dorys Carmen</subfield>
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<subfield code="a">Vicente Cabrera, Miguel Ángel</subfield>
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<subfield code="c">2020-02</subfield>
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<subfield code="a">This research develops a new low-cost energy dissipation system, capable of being&#xd;
implemented in residential structures in developing countries with high seismic activity, in which&#xd;
the current solutions are not economically viable. These residential structures are entirely made of&#xd;
precast concrete elements (foundations, walls, and slabs). A solution is developed that consists of a&#xd;
new connection between a precast foundation and a structural wall, which is capable of dissipating&#xd;
almost all the seismic energy, and therfore protecting the rest of the building from structural damage.&#xd;
To validate the solution, a testing campaign is carried out, including a first set of “pushover” tests on&#xd;
isolated structural walls, a second set of “pushover” tests on structural frames, and a final set of seismic&#xd;
tests on a real-scale three-storey building. For the first and second set of tests, ductility is analyzed&#xd;
in accordance with ACI 374.2R-13, while for the third one, the dynamic response to a reference&#xd;
earthquake is evaluated. The results reveal that the solution developed shows great ductility and no&#xd;
relevant damage is observed in the rest of the building, except in the low-cost energy dissipation&#xd;
system. Once an earthquake has finished, a precast building implemented with this low-cost energy&#xd;
dissipation system is capable of showing a structural performance level of “immediate occupancy”&#xd;
according to ACI 374.2R-13.</subfield>
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<subfield code="a">http://hdl.handle.net/10259/9962</subfield>
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<subfield code="a">10.3390/app10041213</subfield>
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<subfield code="a">2076-3417</subfield>
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<subfield code="a">Seismic test</subfield>
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<subfield code="a">Pushover test</subfield>
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<subfield code="a">Precast concrete structure</subfield>
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<subfield code="a">Shake table</subfield>
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<subfield code="a">Experimental Campaign of a Low-Cost and Replaceable System for Passive Energy Dissipation in Precast Concrete Structures</subfield>
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