<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>2960-2467</journal-id>
<journal-title><![CDATA[e-Revista Multidisciplinaria del Saber]]></journal-title>
<abbrev-journal-title><![CDATA[e-Rev. Multidiscip. Saber]]></abbrev-journal-title>
<issn>2960-2467</issn>
<publisher>
<publisher-name><![CDATA[Centro de Investigación en Tecnologías de Salud y Ambiente (CITSA)]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2960-24672024000100322</article-id>
<article-id pub-id-type="doi">10.61286/e-rms.v2i.63</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Protección sísmica de estructuras civiles mediante dispositivo INERTER en la provincia de Huancayo]]></article-title>
<article-title xml:lang="en"><![CDATA[Seismic protection of civil structures using an INERTER device in the province of Huancayo]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Godiño Poma]]></surname>
<given-names><![CDATA[Francisco Cyl]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Peruana Los Andes  ]]></institution>
<addr-line><![CDATA[Huancayo ]]></addr-line>
<country>Peru</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2024</year>
</pub-date>
<volume>2</volume>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://ve.scielo.org/scielo.php?script=sci_arttext&amp;pid=S2960-24672024000100322&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://ve.scielo.org/scielo.php?script=sci_abstract&amp;pid=S2960-24672024000100322&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://ve.scielo.org/scielo.php?script=sci_pdf&amp;pid=S2960-24672024000100322&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El Tuned-Mass-Damper-Inerter (TMDI) es un dispositivo que combina una nueva configuración de control de vibración pasiva mediante un &#8220;Inerter&#8221;. Este dispositivo mecánico de volante de dos terminales se basa en el conocido Tuned-Mass-Damper (TMD) y genera fuerzas de resistencia proporcionales a la aceleración relativa de sus terminales. El TMDI aprovecha el &#8220;efecto de amplificación masiva&#8221; para mejorar el rendimiento en comparación con el TMD. En sistemas lineales primarios excitados armónicamente, se modela con software analítico para obtener parámetros óptimos de diseño y ajuste, lo que proporciona protección sísmica. Se observa que, con la distribución adecuada de los amortiguadores, el sistema TMDI es más eficaz en la supresión de vibraciones cercanas a la frecuencia natural del sistema primario no controlado, y es más resistente a los efectos de desafinación y mala distribución. Además, los resultados de las estructuras modeladas muestran la efectividad del TMDI, modelado como un amortiguador clásico, en la supresión del modo fundamental de vibración para estructuras lineales MDOF. La incorporación del Inerter en la configuración TMDI propuesta puede reemplazar parte de la masa vibratoria, logrando soluciones ligeras de control de vibraciones pasivas o mejorando el rendimiento estructural. La solución planteada y modelada con amortiguadores tradicionales se comporta linealmente, en línea con las tendencias actuales de desempeño para estructuras mínimamente dañadas protegidas por dispositivos de control pasivo. Además, el TMDI optimizado se aplica para la supresión de vibraciones y control de desplazamientos, ofreciendo una protección sísmica óptima.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This research work proposes the use of a Tuned-Mass-Damper-Inerter (TMDI), which combines a new configuration of passive vibration control using an &#8220;Inerter&#8221;. This two-terminal mechanical flywheel device, based on the well-known Tuned-Mass-Damper (TMD), generates resistance forces proportional to the relative acceleration of its terminals. TMDI takes advantage of the &#8220;mass amplification effect&#8221; of Inerter to improve performance compared to TMD. For harmonically excited primary linear systems, closed-form analytical software is modeled to obtain optimal design and tuning parameters of the TMDI, using established methods. It is observed that, with proper distribution of the dampers, the TMDI system is more effective in suppressing vibrations close to the natural frequency of the uncontrolled primary system and is more resistant to the effects of detuning and misdistribution. Furthermore, the results of the modeled structures show the effectiveness of the TMDI, modeled as a classical damper, in suppressing the fundamental mode of vibration for linear MDOF structures. The incorporation of the Inerter in the proposed TMDI configuration can replace part of the vibrating mass, achieving lightweight passive vibration control solutions or improving structural performance. The solution proposed and modeled with traditional dampers behaves linearly, in line with current performance trends for minimally damaged structures protected by passive control devices. Additionally, optimized TMDI is applied for vibration suppression and displacement control, offering optimal seismic protection.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Protección sísmica]]></kwd>
<kwd lng="es"><![CDATA[inerter]]></kwd>
<kwd lng="es"><![CDATA[amortiguadores]]></kwd>
<kwd lng="en"><![CDATA[seismic protection]]></kwd>
<kwd lng="en"><![CDATA[inerter]]></kwd>
<kwd lng="en"><![CDATA[shock absorbers]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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