<?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>S0185-092X2024000200115</article-id>
<article-id pub-id-type="doi">10.18867/ris.113.617</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Efectividad de amortiguadores de partículas en edificios sujetos a excitaciones sísmicas de banda estrecha]]></article-title>
<article-title xml:lang="en"><![CDATA[Effectiveness of particle dampers in buildings 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[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[Ciudad de México ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Unidad de Investigación y Tecnología Aplicadas ]]></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>115</fpage>
<lpage>133</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2024000200115&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2024000200115&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2024000200115&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen. Este estudio numérico evalúa la efectividad de los amortiguadores de partículas (AP) en edificios, los cuales son capaces de reducir la respuesta lateral del sistema estructural primario cuando se someten a excitaciones sísmicas de banda estrecha. Primero, se estudió la respuesta sísmica de un sistema de un grado de libertad (1GDL) para tres configuraciones: 1) un sistema de 1GDL simple; 2) un sistema de 1GDL con amortiguador de masa resonante (AMR) y 3) un sistema de 1GDL con AP. Luego, se analiza la respuesta de marcos lineales de 11 y 17 pisos con AP, AMR y sin ellos bajo movimientos sísmicos de banda estrecha. Los resultados indican que la principal ventaja de un AP es la reducción significativa de las aceleraciones dinámicas de piso y desplazamientos laterales inducidos por sismos cuando la relación entre la frecuencia predominante de la excitación sísmica y la frecuencia predominante del edificio está cerca de la unidad y el primer modo de la edificación es dominante. Es fundamental llevar a cabo una validación y contraste experimental de estos hallazgos, con el fin de que los ingenieros puedan considerar la viabilidad de implementar los AP en estructuras expuestas a excitaciones sísmicas de banda estrecha, como ocurre en la Ciudad de México.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract. This numerical study evaluates the effectiveness of Particle Dampers (PDs) on buildings, which are capable of reducing the lateral response of the primary structural system when subjected to narrow-band seismic excitations. First, the seismic response for maximum displacement of a single-degree-of-freedom (SDOF) system was studied for three configurations, namely: 1) a SDOF system without damper; 2) a SDOF system with Tuned Mass Damper (TMD) and 3) a SDOF system with PD. Then, the response of 11-storey and 17-storey three-bay linear frames with PD, TMD and without them are analyzed under narrow-band seismic motions. Results indicated that the main advantage of a PD is the significant reduction of floor accelerations and lateral displacements when the ratio between the predominant frequency of the ground earthquake excitation and the predominant frequency of the building is close to unity and the first mode of the frame becomes dominant. It is essential to carry out an experimental validation and contrast of these findings, so that engineers can consider the feasibility of implementing PDs in structures exposed to narrow-band seismic excitations, as is the case in Mexico City.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Estructuras con amortiguadores de partículas]]></kwd>
<kwd lng="es"><![CDATA[excitaciones sísmicas de banda estrecha]]></kwd>
<kwd lng="es"><![CDATA[demanda de desplazamiento]]></kwd>
<kwd lng="es"><![CDATA[sismos en la Ciudad de México]]></kwd>
<kwd lng="en"><![CDATA[structures with particle dampers]]></kwd>
<kwd lng="en"><![CDATA[narrow-band seismic excitations]]></kwd>
<kwd lng="en"><![CDATA[displacement demand]]></kwd>
<kwd lng="en"><![CDATA[Mexico City earthquakes]]></kwd>
</kwd-group>
</article-meta>
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