<?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>S0185-092X2025000100105</article-id>
<article-id pub-id-type="doi">10.18867/ris.114.689</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[UN NUEVO MÉTODO DE DISEÑO SÍSMICO BASADO EN CONTROL DE DESPLAZAMIENTOS LOCALES Y DISTRIBUCIÓN DE DAÑO]]></article-title>
<article-title xml:lang="en"><![CDATA[A NEW SEISMIC DESIGN METHOD BASED ON LOCAL DISPLACEMENT CONTROL AND DAMAGE DISTRIBUTION]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Lagunas-Muñoz]]></surname>
<given-names><![CDATA[Jorge Abraham]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ayala]]></surname>
<given-names><![CDATA[Gustavo]]></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[Ciudad de México ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[Ciudad de México ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2025</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2025</year>
</pub-date>
<numero>114</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2025000100105&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2025000100105&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2025000100105&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen. En este artículo se presenta la propuesta de una metodología de diseño sísmico basado en desplazamientos para estructuras de concreto reforzado, considerando como objetivos de diseño el control de desplazamientos locales y la distribución del daño. La metodología se basa en la hipótesis de que la respuesta no lineal de un sistema de múltiples grados de libertad se aproxima a la de un sistema de referencia de un grado de libertad, generalmente asociado al modo fundamental o al modo con mayor factor de participación, esta curva de comportamiento se construye a partir de los resultados de dos análisis modales, correspondientes a la estructura sin daño (elástica) y a la estructura con una distribución de daño asumida bajo condiciones de diseño. El desplazamiento inelástico del sistema de referencia se define en función de una rotación plástica permisible en las vigas del entrepiso crítico donde ocurre la distorsión máxima. La aplicación de este método de diseño se ilustra con el diseño de tres marcos de concreto reforzado de 5, 8 y 12 niveles. Se comparan los resultados obtenidos con la metodología con los resultados obtenidos de análisis dinámicos no lineales usando los mismos registros que definen el espectro utilizado para el diseño. Los resultados demuestran que con este método asegura el cumplimiento de los objetivos de diseño y también el control de la intensidad del daño local y su distribución global. Finalmente, se destacan las ventajas del método propuesto, posicionándolo como una base sólida para enfoques de diseño sísmico basado en resiliencia.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract. This paper presents the proposal of a new displacement-based seismic design methodology for reinforced concrete structures, considering as design objectives the control of local displacements and damage distribution. This methodology is based on the hypothesis that the nonlinear response of a multi-degree of freedom system can be approximated by a single-degree of freedom reference system, generally associated with the fundamental mode or the mode with the highest participation factor. The response curve of the reference system is constructed from the results of two eigen analyses, corresponding to the undamaged (elastic) structure and the structure with an assumed damage distribution under design conditions. The inelastic displacement of the reference system is defined as a function of an allowable plastic rotation in the beams of the critical floor where the maximum drift occurs. The application of this design method is illustrated by the design of three reinforced concrete frames of 5, 8 and 12 stories. The results obtained with the method are compared with those obtained from non-linear dynamic analyses using the same data sets records that define the spectrum used for the design. The results show that the method ensures not only the fulfilment of the design objectives, but also the control of the local damage intensity and its global distribution. Finally, the advantages of the proposed method are highlighted, positioning it as a solid basis for resilience-based seismic design approaches.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[diseño basado en desplazamientos]]></kwd>
<kwd lng="es"><![CDATA[desplazamientos locales]]></kwd>
<kwd lng="es"><![CDATA[control del daño]]></kwd>
<kwd lng="es"><![CDATA[sistema de referencia]]></kwd>
<kwd lng="es"><![CDATA[diseño por resiliencia]]></kwd>
<kwd lng="en"><![CDATA[displacement-based design]]></kwd>
<kwd lng="en"><![CDATA[local displacements]]></kwd>
<kwd lng="en"><![CDATA[damage control]]></kwd>
<kwd lng="en"><![CDATA[reference system]]></kwd>
<kwd lng="en"><![CDATA[resilience-based design]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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