<?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>2007-6835</journal-id>
<journal-title><![CDATA[Revista ALCONPAT]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. ALCONPAT]]></abbrev-journal-title>
<issn>2007-6835</issn>
<publisher>
<publisher-name><![CDATA[Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-68352020000100009</article-id>
<article-id pub-id-type="doi">10.21041/ra.v10i1.419</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Fire and collapse of the Wilton Paes de Almeida building in São Paulo, Brazil. Lessons learned]]></article-title>
<article-title xml:lang="pt"><![CDATA[Colapso do Edifício Wilton Paes de Almeida - SP: lições aprendidas]]></article-title>
<article-title xml:lang="es"><![CDATA[El incendio y colapso del edificio Wilton Paes de Almeida en São Paulo, Brasil: lecciones aprendidas]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Helene]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Pacheco]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Couto]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidade de São Paulo Escola Politécnica ]]></institution>
<addr-line><![CDATA[São Paulo ]]></addr-line>
<country>Brasil</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,São Paulo  ]]></institution>
<addr-line><![CDATA[São Paulo ]]></addr-line>
<country>Brasil</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidade Estadual de Campinas  ]]></institution>
<addr-line><![CDATA[São Paulo ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<volume>10</volume>
<numero>1</numero>
<fpage>114</fpage>
<lpage>131</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352020000100009&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352020000100009&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352020000100009&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The objective of this work was to make a diagnosis that explains the mechanism of collapse, in just 80 minutes, of the Wilton Paes de Almeida building, which was surprising for the engineering of structural concrete. Previous fires, such as that of the Andraus Building, the Joelma and the Great Avenue, withstood more than 4 hours of fire without collapsing and are currently in use. To understand this unusual collapse, an experimental investigation of the characteristics and properties of the concrete and the reinforcement used in that structure was carried out, based on a "hypothetical structural project" that considered the actual characteristics of the materials used. Based on the diagnosis, recommendations were established so that cases like this do not recur.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO O objetivo deste trabalho foi fazer um diagnóstico que explique o mecanismo de colapso, em apenas 80 minutos, do edifício Wilton Paes de Almeida, o que foi surpreendente para a engenharia de concreto estrutural. Incêndios anteriores, como o Edifício Andraus o Joelma e o Grande Avenida, resistiram a mais de 4 horas de incêndio sem desmoronar e estão atualmente em uso. Para entender esse colapso incomum, foi realizada uma investigação experimental das características e propriedades do concreto e da armadura usada nessa estrutura, com base em um "projeto estrutural hipotético" que considerou as características reais dos materiais utilizados. Com base no diagnóstico, foram estabelecidas recomendações para que casos como esse não se repitam.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN El objetivo de este trabajo fue realizar un diagnóstico que explique el mecanismo de colapso, en apenas 80 minutos, del edificio Wilton Paes de Almeida, lo cual fue sorprendente para la ingeniería del concreto estructural. Incendios anteriores, como el del Edificio Andraus, el Joelma y la Gran Avenida, resistieron más de 4 h de fuego sin derrumbarse y se encuentran actualmente en uso. Para entender ese colapso inusitado, se realizó una investigación experimental de las características y propiedades del concreto y de la armadura empleados en esa estructura, con base en un "proyecto estructural hipotético" que consideró las características reales de los materiales empleados. A partir del diagnóstico se establecieron recomendaciones para que casos como éste no se repitan.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[collapse]]></kwd>
<kwd lng="en"><![CDATA[Wilton Paes de Almeida building]]></kwd>
<kwd lng="en"><![CDATA[diagnosis]]></kwd>
<kwd lng="pt"><![CDATA[colapso]]></kwd>
<kwd lng="pt"><![CDATA[edificio Wilton Paes de Almeida]]></kwd>
<kwd lng="pt"><![CDATA[diagnóstico]]></kwd>
<kwd lng="es"><![CDATA[colapso]]></kwd>
<kwd lng="es"><![CDATA[edifício Wilton Paes de Almeida]]></kwd>
<kwd lng="es"><![CDATA[diagnóstico]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alonso]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Assessment of post-fire reinforced concrete structures: Determination of depth of temperature penetration and associated damage]]></article-title>
<source><![CDATA[Concrete Repair]]></source>
<year>2008</year>
<publisher-loc><![CDATA[London ]]></publisher-loc>
<publisher-name><![CDATA[Alexander et al (eds)© 2009 Taylor &amp; Francis Group]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="">
<collab>Aleteia</collab>
<source><![CDATA[&#8220;A trajetória do prédio que desabou no centro de São Paulo&#8221;.]]></source>
<year>1992</year>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Manual para diagnóstico de obras por corrosão de armaduras]]></article-title>
<source><![CDATA[PINI]]></source>
<year>1992</year>
<page-range>104p</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<collab>American Society of Test Materials</collab>
<article-title xml:lang=""><![CDATA[ASTM E119: standard methods of fire test of building construction and materials: fire and flammability standards, test method]]></article-title>
<source><![CDATA[West Conshohocken, PA]]></source>
<year>2000</year>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bilesky]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Contribuição aos estudos do módulo de elasticidade do concreto]]></article-title>
<source><![CDATA[Dissertação]]></source>
<year>2016</year>
<page-range>298</page-range><publisher-name><![CDATA[IPT Instituto de Pesquisas Tecnológicas]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Britez]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Castro-Borges]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Berto]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Helene]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental evaluation of colored HSC column in fire conditions]]></article-title>
<source><![CDATA[Revista ALCONPAT, CONPAT]]></source>
<year>2013</year>
<volume>3</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>39-54</page-range></nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Calavera Ruiz]]></surname>
<given-names><![CDATA[J. et. al.]]></given-names>
</name>
</person-group>
<source><![CDATA[Comportamiento de la estrutura del edifício Windsor de Madrid frente al incêndio sufrido. Ingenieria Estructural]]></source>
<year>2005</year>
<numero>37</numero>
<issue>37</issue>
<page-range>27-39</page-range></nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chana]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Price]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The Cardington fire test]]></article-title>
<source><![CDATA[Concrete (London)]]></source>
<year>2003</year>
<volume>37</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>28-33</page-range></nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="">
<collab>G1</collab>
<source><![CDATA[&#8220;Incêndio em prédio de SP foi causado por curto-circuito em tomada no 5º andar, diz secretário&#8221;]]></source>
<year>2018</year>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Helene P.]]></surname>
<given-names><![CDATA[et. al.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Edifício Wilton Paes de Almeida]]></article-title>
<source><![CDATA[Histórico, anamnese, estudos, ensaios e análises da estrutura de concreto armado do edifício Wilton Paes de Almeida, que sofreu incêndio e colapso no dia 1o de maio de 2018, sito a Rua Antônio de Godoy]]></source>
<year>2019</year>
<page-range>100</page-range><publisher-loc><![CDATA[Largo do Paissandu, São Paulo, S. P. ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<collab>International Organization for Standardization</collab>
<article-title xml:lang=""><![CDATA[ISO 834]]></article-title>
<source><![CDATA[fire resistance tests: elements of building construction: part 1. General requirements]]></source>
<year>1999</year>
<publisher-loc><![CDATA[Geneva ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="">
<collab>National Institute of Standards and Technology</collab>
<source><![CDATA[Final report on the collapse of the World Trade Center Towers. NIST NCSTAR 1]]></source>
<year>2005</year>
<page-range>302</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="">
<collab>News Rondônia</collab>
<source><![CDATA[&#8220;A história do edifício Wilton Paes de Almeida no Largo do Paissandu&#8221;]]></source>
<year>2018</year>
</nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="">
<source><![CDATA[Revista Acrópole]]></source>
<year>2019</year>
<numero>323</numero>
<issue>323</issue>
</nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="">
<source><![CDATA[François Hennebique]]></source>
<year>2019</year>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
