<?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>S0185-092X2018000100001</article-id>
<article-id pub-id-type="doi">10.18867/ris.98.480</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Generación de acelerogramas sintéticos mediante el uso de wavelets, orientados a aplicaciones geotécnico-estructurales]]></article-title>
<article-title xml:lang="en"><![CDATA[Generation of synthetic accelerograms using wavelets, oriented to geotechnical-structural applications]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Flores-López]]></surname>
<given-names><![CDATA[Francisco Alonso]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ayes-Zamudio]]></surname>
<given-names><![CDATA[Juan Carlos]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Instituto Mexicano del Petróleo Coordinación de Geotecnia Marina ]]></institution>
<addr-line><![CDATA[ Ciudad de México]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Consultor  ]]></institution>
<addr-line><![CDATA[ Ciudad de México]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>07</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>07</month>
<year>2018</year>
</pub-date>
<numero>98</numero>
<fpage>1</fpage>
<lpage>24</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2018000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2018000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2018000100001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En el presente trabajo se expone una secuencia de análisis orientada a la generación de acelerogramas sintéticos mediante el empleo de wavelets. Se presentan criterios generales, la aplicabilidad de éstos así como conclusiones de utilidad práctica para generar acelerogramas sintéticos para su empleo en análisis geotécnicos o estructurales y de interacción suelo-estructura. Se generan acelerogramas sintéticos para diversos tipos de suelos (suelos rígidos y suelos blandos de la Ciudad de México y Caleta de Campos, Michoacán) y para varios espectros objetivo como lo son: espectros de diseño normativos, espectros de peligro uniforme y espectros derivados de envolventes de registros sísmicos. Se observa la estabilidad del método para generar acelerogramas sintéticos asociados a cualquier espectro objetivo y se muestra que, empleando este método para ajustar señales reales, las modificaciones que sufren los espectros de Fourier así como las intensidades de Arias son mínimas. Con los ejemplos mostrados en este trabajo se concluye que la generación de los acelerogramas sintéticos empleando wavelets es muy estable y partiendo de los mismos sismos semilla se pueden generar acelerogramas sintéticos para distintos espectros objetivos.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In this work, a procedure to generate synthetic accelerograms using wavelets is presented. General criteria and its applicability are presented, as well as conclusions of practical use to generate synthetic accelerograms for use in geotechnical or structural analysis and soil-structure interaction. Synthetic accelerograms are generated for different types of soils (rigid soils and soft soils of Mexico City and Caleta de Campos, Michoacán) and for several objective spectra as they are: normative design spectra, uniform hazard spectra and spectra derived of envelopes of seismic records. The stability of the method to generate synthetic accelerograms associated to any objective spectrum is shown, in addition to demonstrating that the modifications suffered by the Fourier spectra as well as the Arias intensities when this method is used to adjust real signals are minimal. With the examples shown in this work, it is concluded that the generation of the accelerograms employing wavelets is very stable and starting from the same seismic records it can generate synthetic accelerograms for different objective spectra.]]></p></abstract>
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<kwd lng="es"><![CDATA[ajuste espectral]]></kwd>
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<kwd lng="es"><![CDATA[wavelet]]></kwd>
<kwd lng="en"><![CDATA[spectral matching]]></kwd>
<kwd lng="en"><![CDATA[synthetic seismic records]]></kwd>
<kwd lng="en"><![CDATA[wavelets]]></kwd>
</kwd-group>
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