<?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>S0185-092X2016000100049</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Estudio paramétrico del modelado inelástico de contravientos de acero]]></article-title>
<article-title xml:lang="en"><![CDATA[Parametric study of the inelastic model of steel braces]]></article-title>
</title-group>
<contrib-group>
<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 contrib-type="author">
<name>
<surname><![CDATA[García Carrera]]></surname>
<given-names><![CDATA[Jesús Salvador]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
<xref ref-type="aff" rid="Aaf"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Del Rincón De la Macorra]]></surname>
<given-names><![CDATA[Alejandro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma Metropolitana Azcapotzalco ]]></institution>
<addr-line><![CDATA[Ciudad de México ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto de Investigaciones Eléctricas Gerencia de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[Cuernavaca ]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2016</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2016</year>
</pub-date>
<numero>94</numero>
<fpage>49</fpage>
<lpage>74</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2016000100049&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2016000100049&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2016000100049&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: En el artículo se presenta un estudio paramétrico que evalúa aproximaciones óptimas del modelado de contravientos de acero mediante la influencia de la discretización transversal, el número de subelementos, imperfecciones geométricas en el centro del claro, modelado de la placa de conexión, puntos de integración, fatiga y endurecimiento por deformación del material. Se realizaron análisis estáticos y dinámicos no lineales desarrollados en el programa OpenSees. En los análisis estáticos no lineales, la capacidad del contraviento se estudió mediante una carga en compresión que se incrementó monótonamente; mientras que la respuesta en ciclos histeréticos de los contravientos se evaluó mediante análisis dinámicos no lineales a un marco diseñado por capacidad. Con base en los resultados, se establecen recomendaciones que pretenden favorecer la obtención de resultados consistentes entre el modelo analítico y la respuesta típica de contravientos. Igualmente, se discute la influencia de la relación de esbeltez de los contravientos en la respuesta de los modelos. Además, se propone un factor para una evaluación más realista de la sobrerresistencia del material para las condiciones específicas del mercado mexicano. La propuesta depende del tipo de perfil estructural y el tipo de acero y se desarrolló a través de un estudio estadístico de 1,756 certificados de calidad de laboratorio de muestras de acero.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: Optimal modeling approaches of steel braces are evaluated in this paper in a parametric study through the influence of the transversal discretization, the number of sub-elements, geometrical imperfections at the mid-span, gusset plate models, integration points, fatigue and strain hardening of the material. Pushover and nonlinear time-history analyses were performed using OpenSees software. Pushover analyses were carried out in order to study the axial capacity of the brace element under a monotonically increasing compression load. The hysteretic response was evaluated by nonlinear dynamic analysis of a frame designed by capacity. Based on the results, recommendations were established in order to obtain consistent results between the analytical model and the typical response of brace elements. The influence of the slenderness ratio in the response of the models is also discussed. In addition, a factor is proposed for a more realistic assessment of the material overstrength for the specific conditions of the Mexican market. The factor depends on the structural cross-section and type of steel, and it was developed through a statistical study of 1,756 certified laboratory coupon tests of steel samples.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Contraviento de acero]]></kwd>
<kwd lng="es"><![CDATA[modelo]]></kwd>
<kwd lng="es"><![CDATA[curva de capacidad]]></kwd>
<kwd lng="es"><![CDATA[curva de histéresis]]></kwd>
<kwd lng="es"><![CDATA[sobrerresistencia]]></kwd>
<kwd lng="en"><![CDATA[Steel brace]]></kwd>
<kwd lng="en"><![CDATA[model]]></kwd>
<kwd lng="en"><![CDATA[pushover curves]]></kwd>
<kwd lng="en"><![CDATA[hysteresis curve]]></kwd>
<kwd lng="en"><![CDATA[overstrength]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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