<?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>S0185-092X2022000300092</article-id>
<article-id pub-id-type="doi">10.18867/ris.109.631</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Respuesta sísmica de conexiones de acero hacia el eje menor de la columna]]></article-title>
<article-title xml:lang="en"><![CDATA[Seismic response of steel connections in the weak axis of the column]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Santiago Flores]]></surname>
<given-names><![CDATA[Alejandro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Tapia Hernández]]></surname>
<given-names><![CDATA[Edgar]]></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 Autónoma Metropolitana Laboratorio de Estructuras ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2022</year>
</pub-date>
<numero>109</numero>
<fpage>92</fpage>
<lpage>109</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2022000300092&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2022000300092&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2022000300092&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En este artículo se discute la respuesta sísmica de marcos de acero con conexiones de viga I al eje menor de la columna. Se realizaron pruebas experimentales sometidas a demandas cuasi-estáticas en escala natural. Las conexiones reportan una concentración de daño gobernada por el pandeo local de los patines, por lo que se analiza la distribución de esfuerzos y el fundamento de los criterios normativos para mejorar su respuesta. Los resultados experimentales se comparan considerando un modelo de elemento finito y modelos detallados de plasticidad distribuida en el programa OpenSees. Adicionalmente, se obtuvo la curva envolvente de las pruebas para calibrar los criterios normativos para la predicción inelástica en manuales especializados de análisis no lineal.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In this paper, the seismic response of steel frames with connections from I-beam to the minor axis of column is discussed. Experimental tests subjected to quasi-static demands in natural scale were carried out. The connections report a damage concentration governed by the local buckling of flanges, for which the distribution of stresses and the foundation of the normative criteria to improve their response are analyzed. The experimental results are compared considering a finite element model and detailed models of distributed plasticity in OpenSees. Additionally, the envelope curve was obtained to calibrate the inelastic prediction of specialized manuals of nonlinear analysis.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[pruebas experimentales]]></kwd>
<kwd lng="es"><![CDATA[conexiones de acero, eje débil de la columna]]></kwd>
<kwd lng="es"><![CDATA[pandeo local]]></kwd>
<kwd lng="en"><![CDATA[experimental test]]></kwd>
<kwd lng="en"><![CDATA[steel connections]]></kwd>
<kwd lng="en"><![CDATA[column&#8217;s weak axis]]></kwd>
<kwd lng="en"><![CDATA[local buckling]]></kwd>
</kwd-group>
</article-meta>
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