<?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>S0185-092X2021000200076</article-id>
<article-id pub-id-type="doi">10.18867/ris.106.553</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[PROCEDIMIENTO PARA SELECCIÓN DE ACELEROGRAMAS PARA ESTUDIOS DE FRAGILIDAD EN PUENTES TÍPICOS DE ARGENTINA]]></article-title>
<article-title xml:lang="en"><![CDATA[PROCEDURE FOR SELECTION OF ACCELEROGRAMS FOR FRAGILITY STUDIES IN TYPICAL BRIDGES OF ARGENTINA]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Saracho]]></surname>
<given-names><![CDATA[José A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
<xref ref-type="aff" rid="Aaf"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Perez]]></surname>
<given-names><![CDATA[Gustavo A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Dip]]></surname>
<given-names><![CDATA[Oscar]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
<xref ref-type="aff" rid="Aaf"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Tecnológica Nacional Facultad Regional Tucumán Departamento de Ingeniería Civil]]></institution>
<addr-line><![CDATA[San Miguel de Tucumán Tucumán]]></addr-line>
<country>Argentina</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional de Tucumán Facultad de Ciencias Exactas y Tecnología Instituto de Estructuras Ing. Arturo M. Guzmán]]></institution>
<addr-line><![CDATA[San Miguel de Tucumán Tucumán]]></addr-line>
<country>Argentina</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2021</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2021</year>
</pub-date>
<numero>106</numero>
<fpage>76</fpage>
<lpage>111</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2021000200076&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2021000200076&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2021000200076&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN. Los acelerogramas adoptados para realizar estudios de fragilidad en puentes a través de análisis dinámico no lineal son uno de los componentes de mayor influencia en los resultados obtenidos. El objetivo de este trabajo es presentar una metodología para selección y escalado de acelerogramas reales de sismos registrados en distintas partes del mundo en ambientes tectónicos semejantes a los del centro-oeste argentino, de manera tal de contar con series de registros compatibles con espectros para distintas clases de sitio, zonas de peligrosidad sísmica y niveles de amenaza sísmica. Para ello, se hizo uso de la aplicación web de la base de datos de movimientos sísmicos del PEER (Pacific Earthquake Engineering Research Center&#8217;s). Se tomaron en consideración los espectros objetivos y distintos parámetros, tales como: magnitud del sismo, tipo de falla, distancia de la estructura a la falla, velocidad media de la onda de corte en los 30 metros superiores del terreno, etc. Mediante la aplicación de un criterio novedoso, en el cual se contempla la Intensidad de Aceleración Espectral (ASI), se arribó a 16 series de sismos considerando: 4 clases de sitio, zonas de elevada y muy peligrosidad sísmica del territorio nacional y periodos de recurrencia de 500 y 2500 años. Estas series de registros representativas de la sismicidad de la región referida podrán utilizarse luego para obtener curvas de fragilidad de mayor confiabilidad para distintas clases de puentes típicos.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT. The accelerograms adopted to perform fragility studies in bridges through non-linear dynamic analysis are one of the components with the greatest influence on the results obtained. The objective of this paper is to present a methodology for the selection and scaling of real accelerograms of earthquakes recorded in different parts of the world in tectonic environments similar to those of the Argentine central-west, in order to have series of records compatible with spectra for different site classes, seismic hazard zones and seismic hazard levels. For this, the web application of the PEER (Pacific Earthquaque Engineering Research Center) seismic ground motion database was used. The target spectrum and different parameters were taken into consideration, such as: magnitude of the earthquake, type of faulting, distance of the structure to the fault, site shear wave velocity in the upper 30 meters, etc. Through the application of a novel criterion, in which the Spectral Acceleration Intensity (ASI) is considered, 16 series of earthquakes were reached considering: 4 classes of site, areas of high and very dangerous seismic in the national territory and recurrence periods 500 and 2500 years. These series of records representative of the seismicity of the referred region can then be used to obtain fragility curves of greater reliability for different classes of typical bridges.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[acelerogramas]]></kwd>
<kwd lng="es"><![CDATA[fragilidad]]></kwd>
<kwd lng="es"><![CDATA[vulnerabilidad sísmica]]></kwd>
<kwd lng="es"><![CDATA[puentes]]></kwd>
<kwd lng="es"><![CDATA[Argentina]]></kwd>
<kwd lng="en"><![CDATA[accelerograms]]></kwd>
<kwd lng="en"><![CDATA[fragility]]></kwd>
<kwd lng="en"><![CDATA[seismic vulnerability]]></kwd>
<kwd lng="en"><![CDATA[bridges]]></kwd>
<kwd lng="en"><![CDATA[Argentina]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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