<?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>S0185-092X2024000200055</article-id>
<article-id pub-id-type="doi">10.18867/ris.113.637</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Propuesta de combinación de carga sísmica para la ciudad de México tomando en cuenta diferentes tipos de suelos]]></article-title>
<article-title xml:lang="en"><![CDATA[Proposed seismic load combination for Mexico city taking into account different soil types]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Reyes-Heredia]]></surname>
<given-names><![CDATA[Henry Emmanuel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bojórquez-Mora]]></surname>
<given-names><![CDATA[Juan]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bojórquez-Mora]]></surname>
<given-names><![CDATA[Edén]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[Sonia E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Reyes-Salazar]]></surname>
<given-names><![CDATA[Alfredo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carvajal-Soto]]></surname>
<given-names><![CDATA[Joel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Torres]]></surname>
<given-names><![CDATA[José I.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Anda-Gil]]></surname>
<given-names><![CDATA[Jonathan De]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Sinaloa Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Culiacán Sinaloa]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[D.F. ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad de Sonora Departamento de Física Matemáticas e Ingeniería]]></institution>
<addr-line><![CDATA[ Sonora]]></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>55</fpage>
<lpage>80</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2024000200055&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2024000200055&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2024000200055&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen. En el presente estudio se aborda el impacto que tienen los diferentes tipos de suelo de la ciudad de México en la confiabilidad y costos durante la vida útil de edificios de concreto reforzado al utilizar diversos factores de carga sísmicos propuestos. El objetivo de este estudio es proponer el uso de una combinación de carga sísmica óptima que mejore la confiabilidad estructural para edificios de distintos niveles, tomando en cuenta el costo durante su vida útil. La metodología utilizada es aplicada a edificios de concreto reforzado (C/R) de 4, 6, 8, 10, 12 y 15 niveles que están ubicados sobre distintos tipos de suelos de la Ciudad de México. La confiabilidad estructural, así como el desempeño sísmico se obtienen usando métodos probabilísticos que integran las curvas de fragilidad y la tasa anual de excedencia de diferentes niveles de daño de la estructura. Para obtener las tasas de excedencia, se emplean las redes neuronales artificiales para simular las curvas de peligro de demanda estructural. Un análisis de costos durante la vida útil de las estructuras es realizado integrando el costo inicial y los costos por daños causados a los edificios ante posibles futuras demandas sísmicas. Los costos durante la vida útil obtenidos de los edificios diseñados con las combinaciones de carga propuestas, así como las tasas de excedencia para un daño igual a d=0.015, son comparados contra los costos y tasas de los edificios diseñados con la combinación de carga sísmica del reglamento analizado. Finalmente, se obtienen las combinaciones de carga óptimas para los diferentes tipos de suelo en función del análisis realizado.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract. This study addresses the impact of different soil types in Mexico City on the reliability and life cycle costs of reinforced concrete buildings using various proposed seismic load factors. The objective of this study is to propose the use of an optimal seismic load combination that improves the structural reliability for buildings of different levels, taking into account the life cycle costs. The methodology used is applied to reinforced concrete (R/C) buildings of 4, 6, 8, 8, 10, 12 and 15 stories located on different types of soils in Mexico City. Structural reliability and seismic performance are obtained using probabilistic methods that integrate the fragility curves and the annual exceedance rate of different damage states of the structure. To obtain the exceedance rates, artificial neural networks are used to simulate the structural demand hazard curves. A life cycle cost analysis of the structures is performed by integrating the initial cost and the costs of damage caused to the buildings in the face of possible future seismic demands. The life cycle costs obtained for the buildings designed with the building code load combinations, as well as the exceedance rates for the damage state equal to d=0.015, are compared against the costs and rates of the buildings designed with the seismic load combination of the analyzed building code. Finally, the optimal load combinations for the different soil types are obtained based on the analysis performed.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[edificios de concreto]]></kwd>
<kwd lng="es"><![CDATA[confiabilidad estructural]]></kwd>
<kwd lng="es"><![CDATA[factores de carga]]></kwd>
<kwd lng="es"><![CDATA[costos vida útil]]></kwd>
<kwd lng="es"><![CDATA[redes neuronales artificiales]]></kwd>
<kwd lng="en"><![CDATA[concrete buildings]]></kwd>
<kwd lng="en"><![CDATA[structural reliability]]></kwd>
<kwd lng="en"><![CDATA[load factors]]></kwd>
<kwd lng="en"><![CDATA[life cycle costs]]></kwd>
<kwd lng="en"><![CDATA[artificial neural networks]]></kwd>
</kwd-group>
</article-meta>
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