<?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>S0185-092X2022000100074</article-id>
<article-id pub-id-type="doi">10.18867/ris.107.626</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Confiabilidad estructural de edificios de concreto reforzado y sistema dual]]></article-title>
<article-title xml:lang="en"><![CDATA[Structural reliability of reinforced concrete buildings and dual system]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Velarde Cruz]]></surname>
<given-names><![CDATA[Fernando de Jesús]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bojórquez Mora]]></surname>
<given-names><![CDATA[Juan]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bojórquez Mora]]></surname>
<given-names><![CDATA[Edén]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Sinaloa Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Culiacán Sinaloa]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2022</year>
</pub-date>
<numero>107</numero>
<fpage>74</fpage>
<lpage>90</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2022000100074&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2022000100074&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2022000100074&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En el presente trabajo se compara la confiabilidad estructural de un edificio de concreto reforzado destinado a uso de oficinas y ubicado en el suelo blando de la Ciudad de México, utilizando dos sistemas estructurales distintos. El primero es a base de marcos resistentes a momento de concreto reforzado (sistema convencional) y en el segundo se incorporan muros de cortante ubicados estratégicamente en los marcos exteriores (sistema dual). Para las dos edificaciones se utilizan modelos estructurales complejos los cuales son sometidos a varios registros sísmicos del suelo blando con la finalidad de estimar y comparar la confiabilidad de ambos sistemas utilizando curvas de peligro de demanda. Es importante mencionar que también se hace una comparación de los resultados obtenidos del diseño de los dos sistemas estructurales en términos de otros indicadores de demanda ingenieril. El parámetro utilizado para estimar la confiabilidad estructural es la distorsión máxima de entrepiso, la cual se obtiene mediante análisis dinámicos incrementales que permiten la elaboración de curvas de fragilidad sísmica. La estimación de la confiabilidad estructural se hace mediante modelos probabilísticos al combinar las curvas de fragilidad y de peligro sísmico. Finalmente, con los resultados obtenidos se comprueba que utilizar el sistema dual puede ser una buena alternativa de diseño, obteniendo una solución más económica y un mejor comportamiento sísmico.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This paper compares the structural reliability of a reinforced concrete building for office use located in the soft soil of Mexico City, using two different structural systems. The first one is based on reinforced concrete moment resisting frames (conventional system) and the second one incorporates shear walls strategically located in the exterior frames (dual system). Complex structural models are used for both buildings, which are subjected to several seismic records of the soft soil in order to estimate and compare the reliability of both systems using demand hazard curves. It is important to say that a comparison of the results obtained from the design of the two structural systems in terms of other engineering demand parameters is also studied. The parameter used to estimate the structural reliability is the maximum inter-story drift, which is obtained through incremental dynamic analyses in order to compute seismic fragility curves. The estimation of structural reliability is assessed by means of probabilistic models by combining the fragility and seismic hazard curves. Finally, the results obtained show that the use of dual system can be a good design alternative, providing a more economical solution and a better seismic behavior.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[edificio de concreto reforzado]]></kwd>
<kwd lng="es"><![CDATA[muros de cortante]]></kwd>
<kwd lng="es"><![CDATA[sistema dual]]></kwd>
<kwd lng="es"><![CDATA[confiabilidad estructural]]></kwd>
<kwd lng="en"><![CDATA[reinforced concrete buildings]]></kwd>
<kwd lng="en"><![CDATA[shear walls]]></kwd>
<kwd lng="en"><![CDATA[dual system]]></kwd>
<kwd lng="en"><![CDATA[structural reliability]]></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[Abualreesh]]></surname>
<given-names><![CDATA[A. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Tuken]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Albidah]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Siddiqui]]></surname>
<given-names><![CDATA[N. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Reliability-based optimization of shear walls in RC shear wall-frame buildings subjected to earthquake loading]]></article-title>
<source><![CDATA[Case Studies in Construction Materials]]></source>
<year>2022</year>
<volume>16</volume>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="book">
<source><![CDATA[Building Code Requirements for Structural Concrete (ACI 318-14)]]></source>
<year>2014</year>
<publisher-name><![CDATA[ACI Committee 318]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aksu Ozkul]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
<name>
<surname><![CDATA[Kurtbeyoglu]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Borekci]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Zengin]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Kocak]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of shear wall on seismic performance of RC frame buildings]]></article-title>
<source><![CDATA[Engineering Failure Analysis]]></source>
<year>2019</year>
<volume>100</volume>
<page-range>60-75</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alcocer]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comportamiento y diseño de estructuras de concreto reforzado: Muros estructurales]]></article-title>
<source><![CDATA[Centro Nacional de Prevención de Desastres (CENAPRED)]]></source>
<year>1995</year>
<publisher-loc><![CDATA[México, México ]]></publisher-loc>
<publisher-name><![CDATA[Centro Nacional de Prevención de Desastres (CENAPRED)]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Arango]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Valencia]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Viviescas]]></surname>
<given-names><![CDATA[Á.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Propuesta de modelamiento numérico de muros delgados de concreto reforzado diseñados para zona de amenaza sísmica alta]]></article-title>
<source><![CDATA[E. S. M., DESARROLLO E INNOVACIÓN EN INGENIERÍA]]></source>
<year>2018</year>
<page-range>460</page-range><publisher-loc><![CDATA[Antioquía ]]></publisher-loc>
<publisher-name><![CDATA[Instituto Antioqueño de Investigación]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ashish]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Charkha]]></surname>
<given-names><![CDATA[S. D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Study of Optimizing Configuration of Multi-Storey Building Subjected to Lateral Loads by Changing Shear Wall Location]]></article-title>
<source><![CDATA[Proceedings of international conference on advances in architecture and civil engineering]]></source>
<year>2012</year>
<volume>1</volume>
<page-range>287-9</page-range></nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Award]]></surname>
<given-names><![CDATA[R. R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis y diseño sísmico de edificios]]></source>
<year>2012</year>
<publisher-loc><![CDATA[Medellin ]]></publisher-loc>
<publisher-name><![CDATA[Fondo Editorial Universidad Eafit]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Barros Bastidas]]></surname>
<given-names><![CDATA[L. M.]]></given-names>
</name>
<name>
<surname><![CDATA[Peñafiel Plazarte]]></surname>
<given-names><![CDATA[M. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis comparativo económico-estructural entre un sistema aporticado, un sistema aporticado con muros estructurales y un sistema de paredes portantes, en un edificio de 10 pisos]]></source>
<year>2015</year>
<publisher-name><![CDATA[Quito]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Blandón]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Rave]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Bonett]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Comportamiento de muros delgados de concreto reforzado ante cargas laterales]]></source>
<year>2015</year>
<conf-name><![CDATA[ VIICongreso Sísmica]]></conf-name>
<conf-loc>Bogotá </conf-loc>
</nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Corpus Villalba]]></surname>
<given-names><![CDATA[J. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Morales Quispe]]></surname>
<given-names><![CDATA[E. A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis sísmico comparativo entre un sistema dual y el sistema de reforzamiento con disipadores de fluido viscoso para un edificio en el distrito de Víctor Larco Herrera aplicando ETABS 2013]]></source>
<year>2015</year>
</nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Esteva]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Díaz-López]]></surname>
<given-names><![CDATA[O. J.]]></given-names>
</name>
<name>
<surname><![CDATA[Vásques]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[León]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Structural damage accumulation and control for life-cycle optimum seismic performance of buildings]]></article-title>
<source><![CDATA[]]></source>
<year>2012</year>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hu]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Zhao]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Zhang]]></surname>
<given-names><![CDATA[D.-f.]]></given-names>
</name>
<name>
<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[Y]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Cyclic performance of concrete-filled double-skin steel tube frames strengthened with beam-only-connected composite steel plate shear walls]]></article-title>
<source><![CDATA[Journal of Building Engineering]]></source>
<year>2020</year>
<volume>31</volume>
</nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ilmih Ahkam]]></surname>
<given-names><![CDATA[D. N.]]></given-names>
</name>
<name>
<surname><![CDATA[Teguh]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Saleh]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic behavior of structural models of dual system building and flat slab-drop panel strengthened with shear-wall]]></article-title>
<source><![CDATA[AIP Conference Proceedings]]></source>
<year>2022</year>
<volume>2489</volume>
<numero>1</numero>
<issue>1</issue>
</nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jamani]]></surname>
<given-names><![CDATA[H. H.]]></given-names>
</name>
<name>
<surname><![CDATA[Amiri]]></surname>
<given-names><![CDATA[J. V.]]></given-names>
</name>
<name>
<surname><![CDATA[Rajabnejad]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Energy distribution in RC shear wall-frame structures subject to repeated earthquakes]]></article-title>
<source><![CDATA[Soil Dynamics and Earthquake Engineering]]></source>
<year>2018</year>
<volume>107</volume>
<page-range>116-28</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jünemann]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[de La Llera]]></surname>
<given-names><![CDATA[J. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Hube]]></surname>
<given-names><![CDATA[M. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Cifuentes]]></surname>
<given-names><![CDATA[L. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Kausel]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A statistical analysis of reinforced concrete wall buildings damaged during the 2010, Chile earthquake]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2015</year>
<volume>82</volume>
<page-range>168-85</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kim]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Wallace]]></surname>
<given-names><![CDATA[J. W.]]></given-names>
</name>
</person-group>
<source><![CDATA[Reliability of Structural Wall Shear Design for Tall Reinforced Concrete Core Wall Buildings]]></source>
<year>2016</year>
<publisher-name><![CDATA[UCLA]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lou]]></surname>
<given-names><![CDATA[H. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Ye]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Jin]]></surname>
<given-names><![CDATA[F. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Gao]]></surname>
<given-names><![CDATA[B. Q.]]></given-names>
</name>
<name>
<surname><![CDATA[Wan]]></surname>
<given-names><![CDATA[Y. Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Quan]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A practical shear wall layout optimization framework for the design of high-rise buildings]]></article-title>
<source><![CDATA[Structures]]></source>
<year>2021</year>
<volume>34</volume>
<page-range>3172-95</page-range></nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lou]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Gao]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Jin]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Wan]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Shear wall layout optimization strategy for high-rise buildings based on conceptual design and data-driven tabu search]]></article-title>
<source><![CDATA[Computers &amp; Structures]]></source>
<year>2021</year>
<volume>250</volume>
</nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mansilla]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Desastres y desarrollo en México]]></article-title>
<source><![CDATA[Desastres y Sociedad]]></source>
<year>1993</year>
<volume>1</volume>
<numero>1</numero>
<issue>1</issue>
</nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[McCormac]]></surname>
<given-names><![CDATA[J. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Brown]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Diseño de concreto reforzado]]></source>
<year>2018</year>
<publisher-loc><![CDATA[México ]]></publisher-loc>
<publisher-name><![CDATA[Alfaomega Grupo Editor]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[MIBANG]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Choudhury]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<source><![CDATA[Unied Performance-Based Design of RC Dual]]></source>
<year>2021</year>
<publisher-name><![CDATA[Research Square]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Misam]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Mangulkar]]></surname>
<given-names><![CDATA[M. N.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Review on shear wall for soft story high-rise buildings]]></article-title>
<source><![CDATA[International Journal of Engineering and Advanced Technology (IJEAT)]]></source>
<year>2012</year>
<volume>6</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>52-4</page-range></nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Morales-Fajardo]]></surname>
<given-names><![CDATA[M. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Mejía López]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Cooperación técnica y científica México-Japón con énfasis en la perspectiva sismológica]]></article-title>
<source><![CDATA[Oikos Polis]]></source>
<year>2020</year>
<volume>5</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>35-69</page-range></nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Normas técnicas complementarias para el diseño y construcción de estructuras de concreto]]></article-title>
<source><![CDATA[NTC-DCEC-17]]></source>
<year>2017</year>
<publisher-name><![CDATA[Gaceta Oficial de la Ciudad de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Normas Técnicas Complementarias sobre Diseño por Sismo]]></article-title>
<source><![CDATA[NTC-DS-17]]></source>
<year>2017</year>
<publisher-name><![CDATA[Gaceta Oficial de la Ciudad de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Oh]]></surname>
<given-names><![CDATA[Y.-H.]]></given-names>
</name>
<name>
<surname><![CDATA[Han]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Lee]]></surname>
<given-names><![CDATA[L.-H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of boundary element details on the seismic deformation capacity of structural walls]]></article-title>
<source><![CDATA[Earthquake Engineering &amp; Structural Dynamics]]></source>
<year>2002</year>
<volume>31</volume>
<numero>8</numero>
<issue>8</issue>
<page-range>1583-602</page-range></nlm-citation>
</ref>
<ref id="B27">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Paulay]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
<name>
<surname><![CDATA[Priestley]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Seismic design of reinforced concrete and masonry buildings]]></source>
<year>1992</year>
<publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[Wiley]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B28">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Quispe Choquemamani]]></surname>
<given-names><![CDATA[E. D.]]></given-names>
</name>
</person-group>
<source><![CDATA[Determinación de la ductilidad y resistencia para muros de corte de concreto armado cuyas secciones transversales tienen formas L, I, T y C.]]></source>
<year>2018</year>
</nlm-citation>
</ref>
<ref id="B29">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ramirez Flores]]></surname>
<given-names><![CDATA[T. J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Influencia del agrietamiento en la respuesta sísmica de edificios de concreto armado con sistema dual]]></source>
<year>2018</year>
</nlm-citation>
</ref>
<ref id="B30">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rodríguez]]></surname>
<given-names><![CDATA[M. E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Interpretación de los daños y colapsos en edificaciones observados en la ciudad de México en el terremoto del 19 de septiembre 2017]]></article-title>
<source><![CDATA[Revista de Ingeniería Sísmica]]></source>
<year>2019</year>
<page-range>1-18</page-range></nlm-citation>
</ref>
<ref id="B31">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[San Bartolomé]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Quiun]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Silva]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comentarios relativos al tipo de falla en los muros de concreto de edificios chilenos en el sismo del 27 de febrero de 2010]]></article-title>
<source><![CDATA[Concreto y cemento. Investigación y desarrollo]]></source>
<year>2011</year>
<volume>3</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>36-48</page-range></nlm-citation>
</ref>
<ref id="B32">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Segura]]></surname>
<given-names><![CDATA[C. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Wallace]]></surname>
<given-names><![CDATA[J. W.]]></given-names>
</name>
<name>
<surname><![CDATA[Arteta]]></surname>
<given-names><![CDATA[C. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Moehle]]></surname>
<given-names><![CDATA[J. P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Deformation capacity of thin reinforced concrete shear walls]]></article-title>
<source><![CDATA[Proceedings of the 2016 New Zealand Society of Earthquake Engineering Technical Conference]]></source>
<year>2016</year>
<publisher-loc><![CDATA[New Zealand ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B33">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Shinozuka]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Feng]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Lee]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Naganuma]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Statistical Analysis of Fragility Curves]]></article-title>
<source><![CDATA[Journal of Engineering Mechanics]]></source>
<year>2000</year>
<volume>126</volume>
<numero>12</numero>
<issue>12</issue>
<page-range>1224-31</page-range></nlm-citation>
</ref>
<ref id="B34">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Shome]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
</person-group>
<source><![CDATA[Probabilistic seismic demand analysis of nonlinear structures]]></source>
<year>1999</year>
<publisher-name><![CDATA[Standford University]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B35">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Smith]]></surname>
<given-names><![CDATA[B. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Girgis]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Simple analogous frames for shear wall analysis]]></article-title>
<source><![CDATA[Journal of Structural Engineering]]></source>
<year>1984</year>
<volume>110</volume>
<numero>11</numero>
<issue>11</issue>
<page-range>2655-66</page-range></nlm-citation>
</ref>
<ref id="B36">
<nlm-citation citation-type="book">
<collab>Standar, A. A.</collab>
<source><![CDATA[Building Code Requirements for Structural Concrete (ACI 318-11)]]></source>
<year>2011</year>
<publisher-name><![CDATA[American Concrete Institute]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B37">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tafraout]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Bourahla]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Bourahla]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Mebarki]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Automatic structural design of RC wall-slab buildings using a genetic algorithm with application in BIM environment]]></article-title>
<source><![CDATA[Automation in Construction]]></source>
<year>2019</year>
<volume>106</volume>
</nlm-citation>
</ref>
<ref id="B38">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tarigan]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Manggala]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Sitorus]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The effect of shear wall location in resisting earthquake]]></article-title>
<source><![CDATA[IOP Conference Series: Materials Science and Engineering]]></source>
<year>2018</year>
<volume>309</volume>
<numero>1</numero>
<issue>1</issue>
</nlm-citation>
</ref>
<ref id="B39">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tuken]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Dahesh]]></surname>
<given-names><![CDATA[M. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Siddiqui]]></surname>
<given-names><![CDATA[N. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Reliability assessment of RC shear wall-frame buildings subjected to seismic loading]]></article-title>
<source><![CDATA[Computers and Concrete, An International Journal]]></source>
<year>2017</year>
<volume>20</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>719-29</page-range></nlm-citation>
</ref>
<ref id="B40">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vásquez Martinez]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Gallardo Amaya]]></surname>
<given-names><![CDATA[R. J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Respuesta no lineal de estructuras con muros de concreto reforzado]]></article-title>
<source><![CDATA[INGE CUC]]></source>
<year>2018</year>
<page-range>55-61</page-range></nlm-citation>
</ref>
<ref id="B41">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Wallace]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Behavior and Design of High-Strength RC Walls]]></article-title>
<source><![CDATA[ACI Symposium Publication]]></source>
<year>1998</year>
<numero>176</numero>
<issue>176</issue>
<page-range>259-80</page-range></nlm-citation>
</ref>
<ref id="B42">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Wallace]]></surname>
<given-names><![CDATA[J. W.]]></given-names>
</name>
<name>
<surname><![CDATA[Segura]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Tran]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
</person-group>
<source><![CDATA[Strength and deformation capacity of shear walls]]></source>
<year>2017</year>
<conf-name><![CDATA[ 16th World Conference on Earthquake Engineering]]></conf-name>
<conf-loc>Santiago </conf-loc>
<page-range>9-13</page-range></nlm-citation>
</ref>
<ref id="B43">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[J.-J.]]></given-names>
</name>
<name>
<surname><![CDATA[Nie]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
<name>
<surname><![CDATA[Bu]]></surname>
<given-names><![CDATA[F.-M.]]></given-names>
</name>
<name>
<surname><![CDATA[Tao]]></surname>
<given-names><![CDATA[M.-X.]]></given-names>
</name>
<name>
<surname><![CDATA[Fan]]></surname>
<given-names><![CDATA[J.-S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental study and design method of shear-dominated composite plate shear walls]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2020</year>
<volume>215</volume>
</nlm-citation>
</ref>
<ref id="B44">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Xiong]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Lu]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
<name>
<surname><![CDATA[Lin]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Damage assessment of shear wall components for RC frame-shear wall buildings using story curvature as engineering demand parameter]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2019</year>
<volume>189</volume>
<page-range>77-88</page-range></nlm-citation>
</ref>
<ref id="B45">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Youssef]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Mohamed]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Adaway]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Hilima]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The effect of Shear walls positions and dimensions variation on the analysis of multi-story building]]></article-title>
<source><![CDATA[International Journal of Scientific Engineering and Research (IJSER)]]></source>
<year>2019</year>
<page-range>72-82</page-range></nlm-citation>
</ref>
<ref id="B46">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zhou]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Cheng]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Chen]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Yu]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Automated structural design of shear wall structures based on modified genetic algorithm and prior knowledge]]></article-title>
<source><![CDATA[Automation in Construction]]></source>
<year>2022</year>
<volume>139</volume>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
