<?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>0122-3461</journal-id>
<journal-title><![CDATA[Ingeniería y Desarrollo]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. Desarro.]]></abbrev-journal-title>
<issn>0122-3461</issn>
<publisher>
<publisher-name><![CDATA[Fundación Universidad del Norte]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0122-34612019000100057</article-id>
<article-id pub-id-type="doi">10.14482/inde.37.1.624.2</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Comparación de las dos metodologías de análisis y diseño más recientes de ASCE 7, para el análisis de su posible empleo en edificaciones con aislamiento sísmico de base en Colombia]]></article-title>
<article-title xml:lang="en"><![CDATA[Comparison among both most recent analysis and design methodologies of ASCE 7, for the analysis of its possible use in buildings with seismic base isolation in Colombias]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Piscal A.]]></surname>
<given-names><![CDATA[Carlos M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[López Almansa]]></surname>
<given-names><![CDATA[Francisco]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad de la Salle  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Politécnica de Cataluña  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>España</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2019</year>
</pub-date>
<volume>37</volume>
<numero>1</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=S0122-34612019000100057&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0122-34612019000100057&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0122-34612019000100057&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El aislamiento de base es una técnica de protección sismorresistente para edificaciones, con un uso exitoso y amplio a nivel mundial. En Colombia actualmente existen algunos edificios que incorporan esta técnica, los cuales fueron diseñados bajo los requisitos de normativas americanas vigentes en la época, como, por ejemplo, ASCE 7-10. Dicha normativa ha sido recientemente actualizada a su versión 2016, con importantes cambios técnicos respecto a su predecesora. ASCE 7-16 incorpora resultados de las investigaciones más recientes en cuanto a aislamiento sísmico se refiere, por ende, las futuras edificaciones que se diseñen y construyan en el país bajo esta técnica deberían seguir dicho documento. Es por todo lo anterior que en el presente trabajo se evidencia la necesidad de realizar un análisis de la nueva filosofía de diseño para edificaciones con aislamiento de base y discutir su aplicabilidad en el país.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Base seismic isolation is a seismic protection technique for buildings, successful and with great use worldwide. In Colombia there are currently some buildings that incorporate this technique, which have been designed under the requirements of American regulations in force at the time, such is the case of ASCE 7-10. Aforementioned regulation has been recently updated to its 2016 version, with important technical changes with respect to its predecessor. ASCE 7-16 incorporates the results of the most recent research in terms of seismic isolation, future buildings that use this technique and that are designed and built in the country should follow this document. For all the aforementioned, it is evident the necessity of make an analysis of the new design philosophy for buildings with base isolation and discus its applicability to the country.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[aislamiento sísmico de edificaciones en Colombia]]></kwd>
<kwd lng="es"><![CDATA[diseño de edificaciones aisladas con ASCE 7-10]]></kwd>
<kwd lng="es"><![CDATA[diseño de edificaciones aisladas con ASCE 7-16]]></kwd>
<kwd lng="es"><![CDATA[Reglamento NSR-10]]></kwd>
<kwd lng="en"><![CDATA[seismic isolation of buildings in Colombia]]></kwd>
<kwd lng="en"><![CDATA[design of seismic isolated buildings with ASCE 7-10]]></kwd>
<kwd lng="en"><![CDATA[seismic isolated buildings with ASCE 7-16]]></kwd>
<kwd lng="en"><![CDATA[NSR-10 code]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<label>1</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Molinares]]></surname>
<given-names><![CDATA[N]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Sistemas de control pasivos y activos de aislamiento de base para edificios sometidos a acciones sísmicas]]></article-title>
<source><![CDATA[Rev. Científica Ing. Desarrollo]]></source>
<year>2011</year>
<volume>14</volume>
<page-range>60-92</page-range></nlm-citation>
</ref>
<ref id="B2">
<label>2</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Almazán]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comportamiento de estructuras antisísmicas durante el terremoto del Maule y su posible efecto en las normas de diseño sísmico en Chile]]></article-title>
<source><![CDATA[Revista Sul-americana de Engenharia Estrutural]]></source>
<year>2012</year>
<volume>7</volume>
<page-range>4-28</page-range></nlm-citation>
</ref>
<ref id="B3">
<label>3</label><nlm-citation citation-type="">
<collab>Earthquake Engineering Research Institute (EERI)</collab>
<source><![CDATA[Performance of Engineered Structures in the Mw 9.0 Tohoku, Japan, Earthquake of March 11, 2011]]></source>
<year>2012</year>
</nlm-citation>
</ref>
<ref id="B4">
<label>4</label><nlm-citation citation-type="">
<collab>Earthquake Engineering Research Institute (EERI)</collab>
<source><![CDATA[Institute The Mw 6.6 Earthquake of April 20, 2013 in Lushan, China]]></source>
<year>2013</year>
</nlm-citation>
</ref>
<ref id="B5">
<label>5</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nagarajaiah]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Sun]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
</person-group>
<source><![CDATA[Seismic performance of base isolated buildings inThe 1994 Northridge earthquake]]></source>
<year>1996</year>
</nlm-citation>
</ref>
<ref id="B6">
<label>6</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mason]]></surname>
<given-names><![CDATA[.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic isolation-the gold standard of seismic protection]]></article-title>
<source><![CDATA[STRUCTURE magazine]]></source>
<year>2015</year>
</nlm-citation>
</ref>
<ref id="B7">
<label>7</label><nlm-citation citation-type="">
<source><![CDATA[]]></source>
<year>2004</year>
</nlm-citation>
</ref>
<ref id="B8">
<label>8</label><nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Minimum design loads for buildings and other structures]]></article-title>
<source><![CDATA[American Society of Civil Engineers]]></source>
<year>2010</year>
<volume>7</volume>
</nlm-citation>
</ref>
<ref id="B9">
<label>9</label><nlm-citation citation-type="">
<collab>Asociación Colombiana de Ingeniería Sísmica</collab>
<source><![CDATA[Reglamento Colombiano de Construcción Sismo Resistente]]></source>
<year>2010</year>
</nlm-citation>
</ref>
<ref id="B10">
<label>10</label><nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Minimum design loads and associated criteria for buildings and other structures]]></article-title>
<source><![CDATA[American Society of Civil Engineers]]></source>
<year>2016</year>
<volume>7</volume>
</nlm-citation>
</ref>
<ref id="B11">
<label>11</label><nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mayes]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
</person-group>
<source><![CDATA[The next generation of codes for seismic isolation in the United States and regulatory barriers to seismic isolation development]]></source>
<year></year>
<conf-name><![CDATA[ National Conference on Earthquake Engineering Frontiers of Earthquake Engineering]]></conf-name>
<conf-loc>Tenth U.S. </conf-loc>
</nlm-citation>
</ref>
<ref id="B12">
<label>12</label><nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Performance based seismic engineering of buildings, Structural Engineers Association of California]]></article-title>
<source><![CDATA[VISION 2000 standard]]></source>
<year>1995</year>
</nlm-citation>
</ref>
<ref id="B13">
<label>13</label><nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[A review of research on seismic behavior of irregular building structures since 2002]]></article-title>
<source><![CDATA[Bull. Earthq. Eng]]></source>
<year>2008</year>
<volume>6</volume>
<page-range>285-308</page-range></nlm-citation>
</ref>
<ref id="B14">
<label>14</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Doudoumis]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
</person-group>
<source><![CDATA[Effects of vertical irregularities on the seismic behavior of multi-story buildings with base isolation]]></source>
<year>2005</year>
</nlm-citation>
</ref>
<ref id="B15">
<label>15</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tena]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Cortés]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Godínez]]></surname>
<given-names><![CDATA[E]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Impacto de la redundancia estructural en el comportamiento sísmico de estructuras de concreto reforzado]]></article-title>
<source><![CDATA[Alternativas]]></source>
<year>2016</year>
<volume>17</volume>
<page-range>180-97</page-range></nlm-citation>
</ref>
<ref id="B16">
<label>16</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Cheng]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
<name>
<surname><![CDATA[Jiang]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
<name>
<surname><![CDATA[Lou]]></surname>
<given-names><![CDATA[K]]></given-names>
</name>
</person-group>
<source><![CDATA[]]></source>
<year>2008</year>
</nlm-citation>
</ref>
<ref id="B17">
<label>17</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ryan]]></surname>
<given-names><![CDATA[K. L.]]></given-names>
</name>
<name>
<surname><![CDATA[York]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Vertical distribution of seismic forces for simplified design of base-isolated buildings]]></article-title>
<source><![CDATA[New Horizons and Better Practices, American Society of Civil Engineers]]></source>
<year>2007</year>
<page-range>1-10</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
