<?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>0185-092X</journal-id>
<journal-title><![CDATA[Ingeniería sísmica]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. sísm]]></abbrev-journal-title>
<issn>0185-092X</issn>
<publisher>
<publisher-name><![CDATA[Sociedad Mexicana de Ingeniería Sísmica A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0185-092X2024000200026</article-id>
<article-id pub-id-type="doi">10.18867/ris.113.639</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Fragilidad sísmica de estructuras de primer piso débil con amortiguadores de inercia rotacional con embrague sujetos a excitaciones sísmicas de banda angosta]]></article-title>
<article-title xml:lang="en"><![CDATA[Seismic fragility of weak first-story rc structures with clutching inerter dampers subjected to narrow-band seismic excitations]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Jaimes]]></surname>
<given-names><![CDATA[Miguel A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Niño]]></surname>
<given-names><![CDATA[Mauro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Godínez]]></surname>
<given-names><![CDATA[Francisco A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
<xref ref-type="aff" rid="Aaf"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[D.F. ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[D.F. ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Nacional Autónoma de México Unidad de Investigación y Tecnologías Avanzada ]]></institution>
<addr-line><![CDATA[ Nuevo León]]></addr-line>
<country>Mexico</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>
<numero>113</numero>
<fpage>26</fpage>
<lpage>54</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2024000200026&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2024000200026&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2024000200026&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen. Este estudio evalúa la fragilidad sísmica de estructuras de concreto reforzado (CR) de primer piso débil rehabilitadas con amortiguadores de inercia rotacional con embrague (Clutching Inerter Dampers, CID) a nivel del suelo cuando se someten a excitaciones sísmicas de banda angosta. Las principales ventajas que aportan los CID a nivel del suelo son las reducciones en las demandas sísmicas (e.g., distorsiones de entrepiso, aceleraciones de piso y cortantes de entrepiso). Este estudio muestra que las estructuras con CID llegan a ser sistemas confiables en términos de distorsiones máximas de entrepisos y aceleraciones de piso para moderados y grandes movimientos sísmicos del suelo. La tasa de daño de estructuras con amortiguadores de inercia rotacional con embrague a nivel del suelo es en general menor para edificaciones bajo intensidades sísmicas asociadas con estados límite de colapso incipiente, especialmente para edificaciones de baja altura. Los hallazgos de este estudio podrían guiar a los ingenieros de la práctica a usar amortiguadores de inercia rotacional con embrague en la rehabilitación de estructuras dúctiles de marcos de CR de primer piso débil sujetos a excitaciones sísmicas de banda angosta en zonas como la Ciudad de México.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract. This study evaluates the seismic fragility of weak first-story reinforced concrete (RC) structures retrofitted with clutching inerter dampers (CID) at their ground level when subjected to narrow-band seismic excitations. The main advantages brought about by the ground-level clutching inerters are the reductions in seismic demands (e.g., drifts, floor accelerations). This study shows that structures with inerters are reliable systems in terms of peak story drifts for large ground motions. The reliabilities of structures with inerter dampers at their ground level are in general higher for buildings under seismic intensities associated to incipient collapse limit states, especially for low-height buildings. The findings of this study could guide practicing engineers to use clutching inerter-based dampers in retrofitting ductile structures consisting of moment-resisting (RC) frames subjected to narrow-band earthquake excitations in regions such as Mexico City.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[amortiguadores]]></kwd>
<kwd lng="es"><![CDATA[inercia rotacional]]></kwd>
<kwd lng="es"><![CDATA[embrague]]></kwd>
<kwd lng="es"><![CDATA[primer piso débil]]></kwd>
<kwd lng="es"><![CDATA[excitaciones sísmicas]]></kwd>
<kwd lng="es"><![CDATA[banda angosta]]></kwd>
<kwd lng="es"><![CDATA[fragilidad sísmica]]></kwd>
<kwd lng="es"><![CDATA[mitigación]]></kwd>
<kwd lng="es"><![CDATA[demanda sísmica]]></kwd>
<kwd lng="es"><![CDATA[México]]></kwd>
<kwd lng="en"><![CDATA[clutching inerter dampers]]></kwd>
<kwd lng="en"><![CDATA[rotational inertia]]></kwd>
<kwd lng="en"><![CDATA[clutch]]></kwd>
<kwd lng="en"><![CDATA[weak first story]]></kwd>
<kwd lng="en"><![CDATA[seismic excitations]]></kwd>
<kwd lng="en"><![CDATA[narrow band]]></kwd>
<kwd lng="en"><![CDATA[seismic fragility]]></kwd>
<kwd lng="en"><![CDATA[mitigation]]></kwd>
<kwd lng="en"><![CDATA[seismic demand]]></kwd>
<kwd lng="en"><![CDATA[México]]></kwd>
</kwd-group>
</article-meta>
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