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<mods:namePart>Mena Alonso, Álvaro</mods:namePart>
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<mods:namePart>Franco, Jorge</mods:namePart>
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<mods:namePart>Miguel, Daniel</mods:namePart>
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<mods:namePart>Mínguez Algarra, Jesús</mods:namePart>
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<mods:namePart>Jiménez, Ana Carla</mods:namePart>
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<mods:namePart>González Cabrera, Dorys Carmen</mods:namePart>
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<mods:namePart>Vicente Cabrera, Miguel Ángel</mods:namePart>
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<mods:dateIssued encoding="iso8601">2020-02</mods:dateIssued>
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<mods:identifier type="uri">http://hdl.handle.net/10259/9962</mods:identifier>
<mods:identifier type="doi">10.3390/app10041213</mods:identifier>
<mods:identifier type="essn">2076-3417</mods:identifier>
<mods:abstract>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.</mods:abstract>
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<mods:accessCondition type="useAndReproduction">Atribución 4.0 Internacional</mods:accessCondition>
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<mods:topic>Seismic test</mods:topic>
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<mods:subject>
<mods:topic>Pushover test</mods:topic>
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<mods:subject>
<mods:topic>Precast concrete structure</mods:topic>
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<mods:subject>
<mods:topic>Shake table</mods:topic>
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<mods:titleInfo>
<mods:title>Experimental Campaign of a Low-Cost and Replaceable System for Passive Energy Dissipation in Precast Concrete Structures</mods:title>
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