<?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>1794-1237</journal-id>
<journal-title><![CDATA[Revista EIA]]></journal-title>
<abbrev-journal-title><![CDATA[Rev.EIA.Esc.Ing.Antioq]]></abbrev-journal-title>
<issn>1794-1237</issn>
<publisher>
<publisher-name><![CDATA[Escuela de ingenieria de Antioquia]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1794-12372012000100006</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[CRITERIOS SISMOLÓGICOS PARA SELECCIONAR ACELEROGRAMAS REALES DE LA RED NACIONAL DE ACELERÓGRAFOS DE COLOMBIA PARA SU USO EN ANÁLISIS DINÁMICOS]]></article-title>
<article-title xml:lang="en"><![CDATA[SEISMOLOGICAL CRITERIA FOR THE SELECTION OF REAL ACCELEROGRAMS FROM THE COLOMBIAN NATIONAL NETWORK OF ACCELEROGRAMS FOR USE IN DYNAMIC ANALYSIS]]></article-title>
<article-title xml:lang="pt"><![CDATA[CRITÉRIOS SISMOLÓGICOS PARA SELECIONAR ACELEROGRAMAS REAIS DA REDE NACIONAL DE ACELERÓGRAFOS DE COLÔMBIA PARA SEU USO EM ANÁLISES DINÂMICAS]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Acevedo]]></surname>
<given-names><![CDATA[Ana Beatriz]]></given-names>
</name>
<xref ref-type="aff" rid="A01"/>
</contrib>
</contrib-group>
<aff id="A01">
<institution><![CDATA[,Universidad EAFIT  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2012</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2012</year>
</pub-date>
<numero>17</numero>
<fpage>57</fpage>
<lpage>70</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S1794-12372012000100006&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S1794-12372012000100006&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S1794-12372012000100006&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Utilizar acelerogramas reales para la realización de análisis dinámicos es deseable, ya que contienen información real sobre la naturaleza del movimiento fuerte e indican las características variadas que diferentes sismos en lugares diversos pueden producir. El Reglamento Colombiano de Construcción Sismo Resistente, NSR-10, contempla el uso de acelerogramas reales en procedimientos cronológicos, especificando un uso de la componente horizontal de mínimo tres acelerogramas diferentes, todos ellos representativos de los movimientos esperados en el terreno. En este trabajo se explora la base de datos de acelerogramas de la Red Nacional de Acelerógrafos de Colombia, RNAC, analizando la disponibilidad de registros para diferentes condiciones de movimiento fuerte para ser usados en análisis dinámicos. Como resultado se identificaron grupos de acelerogramas que podrían utilizarse como datos de entrada para análisis dinámicos. Sin embargo, el análisis efectuado muestra cómo, empleando solo la información de la RNAC, no es posible cumplir totalmente con los requisitos de selección del reglamento colombiano.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[The use of real accelerograms as input in dynamic analysis is desirable as they provide realistic information about the nature of the strong ground motion; in addition, accelerograms capture different characteristics that can be produced by earthquakes at different locations. Colombian design code allows for the use of real accelerograms as input to time-history analysis. The horizontal component of a minimum of three different accelerograms is required by the code; all of the accelerograms must be representative of the expected ground motion at the site. In this paper the database of Colombian National Network of Accelerographs (Red Nacional de Acelerógrafos de Colombia, RNAC) is analyzed in order to assess the availability of records for different ground motion characteristics for their use as input in dynamic analysis. Groups of accelerograms that could be used as input for dynamic analysis were identified. However, if only records from the RNAC are used, it is not possible to completely cover the selection requirements specified on the Colombian design code.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Utilizar acelerogramas reais para a realização de análises dinâmicas é desejável, já que contêm informação real sobre a natureza do movimento forte e indicam as características variadas que diferentes sismos em lugares diversos podem produzir. O Regulamento Colombiano de Construção Sismo-Resistente, NSR-10, contempla o uso de acelerogramas reais em procedimentos cronológicos, especificando um uso da componente horizontal de mínimo três acelerogramas diferentes, todos eles representativos dos movimentos esperados no terreno. Neste trabalho explora-se o banco de dados de acelerogramas da Rede Nacional de Acelerógrafos de Colômbia, RNAC, analisando a disponibilidade de registros para diferentes condições de movimento forte para ser usados em análises dinâmicas. Como resultado se identificaram grupos de acelerogramas que poderiam utilizar-se como dados de entrada para análises dinâmicas. No entanto, a análise efetuada mostra como, empregando unicamente a informação da RNAC, não é possível cumprir totalmente com os requisitos de seleção do regulamento colombiano.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[acelerograma]]></kwd>
<kwd lng="es"><![CDATA[análisis dinámico]]></kwd>
<kwd lng="es"><![CDATA[espectro de diseño]]></kwd>
<kwd lng="es"><![CDATA[amenaza sísmica]]></kwd>
<kwd lng="es"><![CDATA[escenario sísmico]]></kwd>
<kwd lng="es"><![CDATA[movimiento fuerte]]></kwd>
<kwd lng="en"><![CDATA[accelerogram]]></kwd>
<kwd lng="en"><![CDATA[dynamic analysis]]></kwd>
<kwd lng="en"><![CDATA[design spectrum]]></kwd>
<kwd lng="en"><![CDATA[seismic hazard]]></kwd>
<kwd lng="en"><![CDATA[seismic scenario]]></kwd>
<kwd lng="en"><![CDATA[strong motion]]></kwd>
<kwd lng="pt"><![CDATA[acelerograma]]></kwd>
<kwd lng="pt"><![CDATA[análise dinâmica]]></kwd>
<kwd lng="pt"><![CDATA[espectro de desenho]]></kwd>
<kwd lng="pt"><![CDATA[ameaça sísmica]]></kwd>
<kwd lng="pt"><![CDATA[cenário sísmico]]></kwd>
<kwd lng="pt"><![CDATA[movimento forte]]></kwd>
</kwd-group>
</article-meta>
</front><body><![CDATA[  ]]></body><back>
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