<?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>1856-9560</journal-id>
<journal-title><![CDATA[Gaceta Técnica]]></journal-title>
<abbrev-journal-title><![CDATA[Gac. Téc.]]></abbrev-journal-title>
<issn>1856-9560</issn>
<publisher>
<publisher-name><![CDATA[Universidad Centroccidental Lisandro Alvarado]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1856-95602022000100048</article-id>
<article-id pub-id-type="doi">10.51372/gacetatecnica231.5</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Análisis comparativo del diseño estructural de una edificación regular e irregular de ocho niveles en sistema de pórticos aplicando la norma E.030 2003, 2016 y 2018 diseño sismorresistente en la Ciudad de Lima]]></article-title>
<article-title xml:lang="en"><![CDATA[Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the City of Lima]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[De La Cruz Alvarez]]></surname>
<given-names><![CDATA[Jorge Eduardo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Yoctun Rios]]></surname>
<given-names><![CDATA[Roberto Roland]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Peruana Unión  ]]></institution>
<addr-line><![CDATA[Lima ]]></addr-line>
<country>Peru</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Peruana Unión Escuela Profesional de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[Lima ]]></addr-line>
<country>Peru</country>
</aff>
<pub-date pub-type="pub">
<day>30</day>
<month>06</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>30</day>
<month>06</month>
<year>2022</year>
</pub-date>
<volume>23</volume>
<numero>1</numero>
<fpage>48</fpage>
<lpage>71</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://ve.scielo.org/scielo.php?script=sci_arttext&amp;pid=S1856-95602022000100048&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://ve.scielo.org/scielo.php?script=sci_abstract&amp;pid=S1856-95602022000100048&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://ve.scielo.org/scielo.php?script=sci_pdf&amp;pid=S1856-95602022000100048&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Se presenta el análisis comparativo de las normas E.030 2003, 2016 y 2018 diseño sismorresistente en un estudio de estructuras mediante el sistema de pórticos para uso de oficinas en la ciudad de Lima, se centra en la comparación de periodos de vibración, porcentaje de masa participativa, espectro de diseño, distorsión de entrepiso, fuerza cortante basal estática, dinámica y las fuerzas máximas de diseño (momento flector, cortante y axial), modelado mediante el software Etabs 17. La estructura regular presentó variación de 12,50% de cortante estática y 12,20% para el análisis dinámico según la norma del 2003 en comparación del 2016 - 2018 y la estructura irregular varia en 50% según la norma del 2003 en comparación del 2016, así mismo una variación de -16,67% entre la norma del 2016 y 2018 afectadas directamente por los cambios de irregularidad. La norma del 2018 tiene resultados intermedios considerando periodos modales para ambas estructuras mediante el análisis estático y dinámico.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The comparative analysis of the E.030 2003, 2016 and 2018 seismic design standards is presented, in a study of structures using the portal system for office use in the city of Lima, it focuses on the comparison of vibration periods, percentage of participatory mass, design spectrum, mezzanine distortion, static basal shear force, dynamic and maximum design forces (bending, shear and axial moment), modeled using Etabs 17 software. The regular structure presented variation of 12.50% of static shear and 12.20% for the dynamic analysis according to the 2003 standard compared to 2016 - 2018 and the irregular structure varies by 50% according to the 2003 standard compared to 2016, also a variation of -16.67 % between the 2016 and 2018 norm directly affected by the irregularity changes. The 2018 standard has intermediate results considering modal periods for both structures through static and dynamic analysis.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[norma E.030]]></kwd>
<kwd lng="es"><![CDATA[análisis comparativo sismorresistente]]></kwd>
<kwd lng="es"><![CDATA[diseño estructural]]></kwd>
<kwd lng="en"><![CDATA[standard E.030]]></kwd>
<kwd lng="en"><![CDATA[comparative seismic analysis]]></kwd>
<kwd lng="en"><![CDATA[structural design]]></kwd>
</kwd-group>
</article-meta>
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