<?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>2594-1925</journal-id>
<journal-title><![CDATA[Revista de ciencias tecnológicas]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. cienc. tecnol.]]></abbrev-journal-title>
<issn>2594-1925</issn>
<publisher>
<publisher-name><![CDATA[Universidad Autónoma de Baja California]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2594-19252022000200103</article-id>
<article-id pub-id-type="doi">10.37636/recit.v5n2e220</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Fragilidad sísmica de un edificio de concreto reforzado usando medidas de intensidad sísmica vectorial basadas en la forma espectral]]></article-title>
<article-title xml:lang="en"><![CDATA[Seismic fragility of a reinforced concrete building using vector-valued seismic intensity measures based on spectral shape]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Zavala Gutiérrez]]></surname>
<given-names><![CDATA[Noel]]></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[Barraza Guerrero]]></surname>
<given-names><![CDATA[Manuel Antonio]]></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[Villela y Mendoza]]></surname>
<given-names><![CDATA[Almendra]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Torres Peñuelas]]></surname>
<given-names><![CDATA[José Ignacio]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Campos Gaytán]]></surname>
<given-names><![CDATA[José Rubén]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sánchez Vergara]]></surname>
<given-names><![CDATA[Ricardo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Baja California Facultad de Ingeniería, Arquitectura y Diseño ]]></institution>
<addr-line><![CDATA[Ensenada Baja California]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma de Sinaloa Facultad de Ingeniería Culiacán ]]></institution>
<addr-line><![CDATA[Culiacán Sinaloa]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2022</year>
</pub-date>
<volume>5</volume>
<numero>2</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2594-19252022000200103&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2594-19252022000200103&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2594-19252022000200103&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Las medidas de intensidad sísmica vectorial han demostrado ser más eficientes en comparación con las medidas de intensidad sísmica tradicionales para predecir la respuesta de estructuras con comportamiento no lineal o aquellas dominadas por los modos superiores; sin embargo, pocos estudios han demostrado la habilidad de estas nuevas medidas para una estimación apropiada de la fragilidad sísmica de edificios. En el presente trabajo se analizaron ocho medidas de intensidad sísmica vectorial compuestas por dos parámetros. Para todos los casos se utilizó la seudoaceleración en el modo fundamental de vibración de la estructura, Sa(T  1 ), como primera componente del vector y la Aceleración Máxima del Suelo (AMS), Velocidad Máxima del Suelo (VMS), duración efectiva (T  D ), potencial del movimiento sísmico (I  D ) y los parámetros de forma espectral R  T1,T2 , Np  Sa , Np  v y Np  Sv , como segunda componente del vector. Para evaluar la eficiencia de las medidas de intensidad sísmica vectorial en el análisis de fragilidad sísmica, un edificio de concreto reforzado de 10 niveles fue sometido a 30 registros sísmicos de banda angosta obtenidos en suelo blando de la Ciudad de México. Los resultados demostraron que la medida de intensidad sísmica vectorial que presenta una mejor relación con la probabilidad de falla es &lt;Sa(T  1 ), Np  Sa &gt;, en comparación con las otras medidas, especialmente respecto a Sa(T  1 ) que es ampliamente usada en los códigos de construcción vigentes. Por lo tanto, es deseable que en los futuros reglamentos de construcción se consideren medidas de intensidad sísmica más apropiadas.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Vector-valued ground motion intensity measures have shown to be more efficient compared to traditional intensity measures for predicting the response of structures with non-linear behavior or those dominated by higher modes; however, few studies have demonstrated the capability of these new parameters to estimate the seismic fragility of buildings with good accuracy. In the present work, eight vector-valued seismic intensity measures composed of two parameters were analyzed. For all the cases, the pseudo-acceleration at the fundamental mode of vibration of the structure, Sa(T  1 ), was used as the first component of the vector, and the peak ground acceleration, peak ground velocity, effective duration, seismic potential, and the spectral shape parameters R  T1, T2 , Np  Sa , Np  V , and Np  Sv , as the second component of the vector. In order to evaluate the efficiency of the selected intensity measures in the seismic fragility analysis, a 10-level reinforced concrete building was subjected to 30 narrow-band seismic records obtained in the soft soil of México City. The results have shown that the vector-valued seismic intensity measures that present a better relationship with the probability of failure are &lt;Sa(T  1 ), Np  Sa &gt; compared to the other parameters; especially regarding Sa(T  1 ) which is widely used in current building codes. Therefore, it is desirable that future building regulations should consider more appropriate ground motion intensity measures.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Medidas de intensidad sísmica]]></kwd>
<kwd lng="es"><![CDATA[Forma espectral]]></kwd>
<kwd lng="es"><![CDATA[Respuesta estructural]]></kwd>
<kwd lng="es"><![CDATA[Superficies de fragilidad]]></kwd>
<kwd lng="es"><![CDATA[Desempeño sísmico]]></kwd>
<kwd lng="es"><![CDATA[Fragilidad sísmica]]></kwd>
<kwd lng="en"><![CDATA[Intensity measures]]></kwd>
<kwd lng="en"><![CDATA[Spectral shape]]></kwd>
<kwd lng="en"><![CDATA[Structural response]]></kwd>
<kwd lng="en"><![CDATA[Fragility surfaces]]></kwd>
<kwd lng="en"><![CDATA[Seismic performance]]></kwd>
<kwd lng="en"><![CDATA[Seismic fragility]]></kwd>
</kwd-group>
</article-meta>
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