<?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>S0185-092X2016000100027</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Una revision crítica de la práctica de diseño por sismo de estructuras en México]]></article-title>
<article-title xml:lang="en"><![CDATA[A critical review of the seismic design practice of structures in Mexico]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rodríguez]]></surname>
<given-names><![CDATA[Mario E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,UNAM Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[ DF]]></addr-line>
<country>Mexico</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>27</fpage>
<lpage>48</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2016000100027&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2016000100027&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2016000100027&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: Se evalúan las demandas de aceleraciones y desplazamientos en los terremotos de México 1985, Chile 2010, y Christchurch 2010 y 2011. Se encontró que en todos los casos estas demandas fueron mayores que las de normativas de diseño existentes. Se compararon la respuesta ante terremotos de edificaciones típicas en la ciudad de México en 1985 y en Concepción, Chile 2010, y se encontró un mejor comportamiento en sistemas estructurales que utilizan muros con respecto a aquellos basados marcos. Con base en esta investigación se sugieren cambios en la práctica de diseño por sismo de estructuras en México.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: This research studies acceleration and displacement response spectra using ground motions recorded in past earthquakes, such as Mexico 1985, Chile 2010 and Christchurch 2010 and 2011. These calculated demands were larger than those specified by building codes. The seismic response of typical buildings during the studied earthquakes was compared with the observed behavior. The results showed a better seismic behavior of structural walls as compared with that of frames. Findings from this study are used for suggesting changes in the seismic design practice in Mexico.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[respuesta sísmica]]></kwd>
<kwd lng="es"><![CDATA[marcos]]></kwd>
<kwd lng="es"><![CDATA[muros estructurales]]></kwd>
<kwd lng="es"><![CDATA[concreto reforzado]]></kwd>
<kwd lng="en"><![CDATA[earthquake response]]></kwd>
<kwd lng="en"><![CDATA[frames]]></kwd>
<kwd lng="en"><![CDATA[structural walls]]></kwd>
<kwd lng="en"><![CDATA[reinforced concrete]]></kwd>
</kwd-group>
</article-meta>
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