<?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>S0185-092X2021000100031</article-id>
<article-id pub-id-type="doi">10.18867/ris.105.542</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Factores de amortiguamiento para espectros de desplazamiento de sistemas con disipadores de energía histeréticos]]></article-title>
<article-title xml:lang="en"><![CDATA[Damping factors for displacement spectra of systems with hysteretic energy dissipaters]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ruiz Gómez]]></surname>
<given-names><![CDATA[Sonia E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Orellana Ojeda]]></surname>
<given-names><![CDATA[Miguel A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2021</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2021</year>
</pub-date>
<numero>105</numero>
<fpage>31</fpage>
<lpage>58</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2021000100031&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2021000100031&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2021000100031&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Se propone y aplica una metodología basada en un análisis probabilista para estimar factores de amortiguamiento (F  md ) que modifican al espectro de desplazamiento elástico. Los F  md toman en cuenta la disipación de energía de los sistemas disipadores del tipo histerético, así como el peligro sísmico del sitio donde se desplantan las estructuras. Se realizan análisis no lineales y lineales en el tiempo para sistemas de un grado de libertad equipados con disipadores de energía (S1GDL duales) y S1GDL convencionales, respectivamente. Se hace ver la influencia en los factores F  md de los distintos parámetros de diseño y las características del suelo. Se obtienen expresiones matemáticas para los F  md . los cuales resultan función del periodo de vibración de la estructura, de las características del sistema estructura-disipador y del tipo de suelo (duro, intermedio o blando) en donde se localizan los sistemas estructurales. Las expresiones son útiles para el diseño sísmico preliminar basado en el control de desplazamiento de sistemas estructurales equipados con disipadores del tipo histerético, ubicados en la ciudad de México.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract A methodology based on a probabilistic analysis is proposed and applied to estimate damping factors (F  md ) that modify the elastic displacement spectrum. The F  md take into account the energy dissipation of the hysteretic devices, as well as the seismic hazard of the site where the structures are located. Non-Linear and linear time-history analyses are carried out for single-degree-of-freedom systems equipped with energy-dissipation devices (dual S1GDL) and conventional S1GDL, respectively. The influence of the different design parameters and soil characteristics on the F  md factors, is shown. Mathematical expressions are obtained for F  md ; these depend on the vibration period of the structure, the characteristics of the structure-dissipater system and the type of soil (firm, intermediate or soft) in which the structural systems are located. The proposed expressions are useful for preliminary seismic design, based on the displacement control of structural systems equipped with hysteretic dissipaters, located in Mexico City.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[análisis probabilista]]></kwd>
<kwd lng="es"><![CDATA[disipador de energía histerético]]></kwd>
<kwd lng="es"><![CDATA[factores de amortiguamiento]]></kwd>
<kwd lng="es"><![CDATA[espectro de desplazamiento]]></kwd>
<kwd lng="es"><![CDATA[diseño por desplazamiento]]></kwd>
<kwd lng="en"><![CDATA[probabilistic analysis]]></kwd>
<kwd lng="en"><![CDATA[hysteretic energy dissipater]]></kwd>
<kwd lng="en"><![CDATA[damping factors]]></kwd>
<kwd lng="en"><![CDATA[displacement spectra]]></kwd>
<kwd lng="en"><![CDATA[displacement-based design]]></kwd>
</kwd-group>
</article-meta>
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