<?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>S0185-092X2025000100104</article-id>
<article-id pub-id-type="doi">10.18867/ris.114.683</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[DISTORSIÓN DE ENTREPISO ÓPTIMA PERMISIBLE PARA EL DISEÑO DE EDIFICIOS IMPORTANTES, CONSIDERANDO DAÑO EN SUS CONTENIDOS]]></article-title>
<article-title xml:lang="en"><![CDATA[OPTIMAL TOLERABLE DRIFT FOR IMPORTANT BUILDINGS DESIGN, CONSIDERING CONTENT DAMAGE]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rodríguez-Morales]]></surname>
<given-names><![CDATA[José A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ruiz-Gómez]]></surname>
<given-names><![CDATA[Sonia E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[D.F. ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Nacional Autónoma de México Instituto de Ingeniería ]]></institution>
<addr-line><![CDATA[D.F. ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2025</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2025</year>
</pub-date>
<numero>114</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2025000100104&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2025000100104&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2025000100104&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen. Se presenta una metodología para determinar la distorsión máxima de entrepiso (&#948;OI) óptima que garantice el cumplimiento del nivel de desempeño de Ocupación Inmediata (OI), requisito para las estructuras importantes (Grupo A) de acuerdo con la Norma Técnica Complementaria para Diseño por Sismo (NTC-DS-2023). La metodología se desarrolla en dos etapas: en la primera, se determina la tasa de excedencia de la respuesta estructural mediante la integración de curvas de fragilidad estructural con la tasa de excedencia de intensidades sísmicas del sitio. En la segunda, se evalúa el costo total esperado durante el ciclo de vida del edificio, mediante simulación numérica, con énfasis en las pérdidas económicas por daños en contenidos sensibles a aceleración de piso. Para realizar esta evaluación, se propone una función de costos por daño en contenidos que considera la aceleración máxima de piso y su variación a lo largo de la altura del edificio, formulándose primeramente a nivel de inventario, y posteriormente, a nivel global. La metodología se aplica a un edificio escolar de cinco niveles con marcos resistentes a momento, de concreto reforzado, ubicado en la zona de transición de la Ciudad de México. Para el diseño de la estructura se suponen cuatro valores permisibles de &#948;OI = 0.005, 0.0075, 0.01 y 0.0125. Se obtiene que la distorsión máxima de entrepiso correspondiente al mínimo costo total esperado es igual a 0.01, valor que es mayor al límite especificado por la NTC-DS-2023, el cual es igual a 0.0075 para marcos de concreto reforzado.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract. A methodology is presented to determine the optimal value of the maximum interstory drift (&#948;OI) that ensures compliance with the Immediate Occupancy (IO) performance level, a requirement for essential structures (Group A) according to the Complementary Technical Norm for Seismic Design (NTC-DS-2023). The methodology is developed in two stages: in the first, the exceedance rate of the structural response is determined by integrating structural fragility curves with the seismic intensity exceedance rate at the site. In the second stage, the total expected cost during the building's lifecycle is evaluated through numerical simulation, with emphasis on economic losses due to damage corresponding to acceleration-sensitive contents. To perform this evaluation, a cost function for content damage is proposed, which considers the maximum floor acceleration and its variation along the building&#8217;s height. This function is first formulated at the inventory level and later at the global level. The methodology is applied to a five-story school building constituted by reinforced concrete moment-resisting frames, located in the transition zone of Mexico City. For the structural design four permissible values of &#948;OI are assumed: 0.005, 0.0075, 0.01, and 0.0125. It is found that the maximum interstory drift corresponding to the minimum expected total cost is 0.01, value that exceeds the limit specified by NTC-DS-2023, which is 0.0075 for reinforced concrete frames.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[distorsión máxima permisible de entrepiso]]></kwd>
<kwd lng="es"><![CDATA[distorsión de diseño óptima]]></kwd>
<kwd lng="es"><![CDATA[daño en contenidos]]></kwd>
<kwd lng="es"><![CDATA[edificios escolares]]></kwd>
<kwd lng="es"><![CDATA[costo total esperado]]></kwd>
<kwd lng="es"><![CDATA[ciclo de vida]]></kwd>
<kwd lng="en"><![CDATA[tolerable maximum drift]]></kwd>
<kwd lng="en"><![CDATA[optimal design drift]]></kwd>
<kwd lng="en"><![CDATA[content damage]]></kwd>
<kwd lng="en"><![CDATA[school buildings]]></kwd>
<kwd lng="en"><![CDATA[expected total cost]]></kwd>
<kwd lng="en"><![CDATA[life-cycle]]></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[Alamilla]]></surname>
<given-names><![CDATA[J. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Rodríguez]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Vai]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Unification of different approaches to probabilistic seismic hazard analysis]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>2020</year>
<volume>110</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>2816-27</page-range></nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alamilla]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Tolentino]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimun design and damage control for load sequences]]></article-title>
<source><![CDATA[Structural Safety]]></source>
<year>2018</year>
<volume>72</volume>
<page-range>54-64</page-range></nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="">
<collab>American Society of Civil Engineers</collab>
<source><![CDATA[Minimum design loads and associated criteria for buildings and other structures]]></source>
<year>2021</year>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Anelli]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Santa-Cruz]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Vona]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Tarque]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Laterza]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A proactive and resilient seismic risk mitigation strategy for existing school buildings]]></article-title>
<source><![CDATA[Structure and Infrastructure Engineering]]></source>
<year>2018</year>
<volume>15</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>137-51</page-range></nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Baker]]></surname>
<given-names><![CDATA[J. W.]]></given-names>
</name>
<name>
<surname><![CDATA[Cornell]]></surname>
<given-names><![CDATA[C. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon]]></article-title>
<source><![CDATA[Earthquake Engineering &amp; Structural Dynamics]]></source>
<year>2005</year>
<volume>34</volume>
<numero>10</numero>
<issue>10</issue>
<page-range>1193-217</page-range></nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Iervolino]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes-Salazar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2012</year>
<volume>45</volume>
<page-range>472-80</page-range></nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Leyva]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes-Salazar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Fernández]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Leal]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Serrano]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Diseño óptimo multiobjetivo de edificios de concreto reforzado usando algoritmos genéticos]]></article-title>
<source><![CDATA[Revista Ingeniería Sísmica]]></source>
<year>2018</year>
<numero>99</numero>
<issue>99</issue>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[S. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Ellingwood]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes-Salazar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Reliability-based optimal load factors for seismic design of buildings]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2017</year>
<volume>151</volume>
<numero>15</numero>
<issue>15</issue>
<page-range>527-39</page-range></nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chen]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Xie]]></surname>
<given-names><![CDATA[Q.]]></given-names>
</name>
<name>
<surname><![CDATA[Lan]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
<name>
<surname><![CDATA[Xu]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Yu]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic damage to schools subjected to Nepal earthquakes]]></article-title>
<source><![CDATA[Natural Hazards]]></source>
<year>2015</year>
<volume>88</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>247-84</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[De León]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<source><![CDATA[Integrating socio-economics in the development of criteria for the aseismic design of reinforced concrete structures]]></source>
<year>1996</year>
<publisher-name><![CDATA[University of California, Departament of Civil and Envionmental Engineering, Irvine California]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[De León]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Donaji]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Towards a resilient design and retrofit of schools in Mexico]]></source>
<year>2020</year>
<conf-name><![CDATA[ The 17th Wolrd Conference on Earthquake Engineering]]></conf-name>
<conf-loc>Sendai, Japón </conf-loc>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[De León]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Garcia-Manjarrez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Cost and reliability of retrofit alternatives for schools located on seismic zones]]></article-title>
<source><![CDATA[Earthquakes and Structures]]></source>
<year>2021</year>
<volume>21</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>505-14</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[De León]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Ang]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Guadarrama]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Reliability-based selection of retrofit works for schools under seismic hazard]]></article-title>
<source><![CDATA[Natural Hazards Review]]></source>
<year>2023</year>
<volume>24</volume>
<numero>3</numero>
<issue>3</issue>
</nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Di Ludovico]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Digrisolo]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Moroni]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Graziotti]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Manfredi]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Prota]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Manfredi]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Remarks on damage and response of school buildings after the Central Italy earthquake sequence]]></article-title>
<source><![CDATA[Bulletin of Earthquake Engineering]]></source>
<year>2019</year>
<volume>17</volume>
<numero>10</numero>
<issue>10</issue>
<page-range>5679-700</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Di Ludovico]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Santoro]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[De Martino]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Moroni]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Prota]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Dolce]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Manfredi]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Cumulative damage to school buildings following the 2016 central Italy earthquake sequence]]></article-title>
<source><![CDATA[Bolletino di Geofisica Teorica ed Applicata]]></source>
<year>2019</year>
<volume>60</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>165-82</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Dong]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Hajirasouliha]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
<name>
<surname><![CDATA[Pilakoutas]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
<name>
<surname><![CDATA[Asadi]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Multi-level performance-based seismic design optimisation of RC frames]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2023</year>
<volume>293</volume>
</nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Esteva]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<source><![CDATA[Bases para la formulación de decisiones de diseño sísmico]]></source>
<year>1968</year>
<publisher-loc><![CDATA[Ciudad de México ]]></publisher-loc>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Esteva]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Díaz]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
<name>
<surname><![CDATA[García-Pérez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Sierra]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Ismael]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Life-cycle optimization in the establishment of performance-acceptance parameters for seismic design]]></article-title>
<source><![CDATA[Structural Safety]]></source>
<year>2002</year>
<volume>24</volume>
<numero>2-4</numero>
<issue>2-4</issue>
<page-range>187-204</page-range></nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Normas Técnicas Complementarias para Diseño por Sismo]]></article-title>
<source><![CDATA[Gaceta de la Ciudad de la Ciudad de México]]></source>
<year>2023</year>
</nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Normas Técnicas Complementarias para Diseño por Sismo 2020]]></article-title>
<source><![CDATA[Gaceta Oficial de la Ciudad de México]]></source>
<year>2020</year>
</nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Norma Técnica Complementaria para Diseño y Construcción de Estructuras de Concreto]]></article-title>
<source><![CDATA[Gaceta Oficial de la Ciudad de México]]></source>
<year>2023</year>
</nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[García-Pérez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Riaño]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimum seismic zoning using an artificial neural network]]></article-title>
<source><![CDATA[Earthquake Spectra]]></source>
<year>2016</year>
<volume>32</volume>
<numero>32</numero>
<issue>32</issue>
<page-range>1187-207</page-range></nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[García-Pérez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Castellanos]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Díaz]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Occupancy importance factor in earthquake engineering]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2005</year>
<volume>27</volume>
<numero>11</numero>
<issue>11</issue>
<page-range>1625-32</page-range></nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Goda]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
<name>
<surname><![CDATA[Hong]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal seismic design for limited planning time horizon with detailed seismic hazard information]]></article-title>
<source><![CDATA[Structural Safety]]></source>
<year>2006</year>
<volume>28</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>247-60</page-range></nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hasofer]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design for infrequent overloads]]></article-title>
<source><![CDATA[Earthquake Engineering &amp; Structural Dynamics]]></source>
<year>1973</year>
<volume>2</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>387-8</page-range></nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hosseini Varzandeh]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Mahsuli]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Codified robust optimal design base shear of structures: Methodology and application to reinforced concrete buildings]]></article-title>
<source><![CDATA[Soil Dynamics and Earthquake Engineering]]></source>
<year>2023</year>
<volume>174</volume>
</nlm-citation>
</ref>
<ref id="B27">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hutchinson]]></surname>
<given-names><![CDATA[T. C.]]></given-names>
</name>
<name>
<surname><![CDATA[Chaudhuri]]></surname>
<given-names><![CDATA[S. R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Simplified expression for seismic fragility estimation of sliding-dominated equipment and contents]]></article-title>
<source><![CDATA[Earthquake Spectra]]></source>
<year>2006</year>
<volume>22</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>709-32</page-range></nlm-citation>
</ref>
<ref id="B28">
<nlm-citation citation-type="book">
<collab>INIFED</collab>
<source><![CDATA[Diseño arquitectónico: Educación básica - primaria]]></source>
<year>2016</year>
<publisher-loc><![CDATA[Ciudad de México ]]></publisher-loc>
<publisher-name><![CDATA[Criterios normativos]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B29">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jaimes]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Niño]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Cost-benefit analysis to assess seismic mitigation options in Mexican public school buildings]]></article-title>
<source><![CDATA[Bulletin of Earthquake Engineering]]></source>
<year>2017</year>
<volume>15</volume>
<page-range>3919-42</page-range></nlm-citation>
</ref>
<ref id="B30">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jaimes]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Reinoso]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<source><![CDATA[Estimación de pérdidas por sismo de contenidos de edificios]]></source>
<year>2013</year>
<publisher-name><![CDATA[Series del Insituto de Ingeniería, Instituto de Ingeniería UNAM]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B31">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jaimes]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Reinoso]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Esteva]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic vulnerability of building contents for a given occupancy due to multiple failure modes]]></article-title>
<source><![CDATA[Journal of Earthquake Engineering]]></source>
<year>2013</year>
<volume>17</volume>
<numero>5</numero>
<issue>5</issue>
</nlm-citation>
</ref>
<ref id="B32">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kaveh]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Fahimi-Farzam]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Kalateh-Ahani]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Performance-based multi-objective optimal design of steel frame structures: nonlinear dynamic procedure]]></article-title>
<source><![CDATA[Scientia Iranica]]></source>
<year>2015</year>
<volume>22</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>373-87</page-range></nlm-citation>
</ref>
<ref id="B33">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Koohfallah]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
<name>
<surname><![CDATA[Dehkordi]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[D'Ayala]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Ghodrati Amiri]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Eghbali]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Samadian]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic resilience of typical steel school building and retrofitting options based on FEMA P-58 under mainshock-aftershock effects]]></article-title>
<source><![CDATA[Journal of Building Engineering]]></source>
<year>2024</year>
<volume>86</volume>
<numero>108636</numero>
<issue>108636</issue>
</nlm-citation>
</ref>
<ref id="B34">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Huang]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic overturning fragility analysis for rigid blocks subjected to floor motions]]></article-title>
<source><![CDATA[Sustainability]]></source>
<year>2023</year>
<volume>15</volume>
<numero>6</numero>
<issue>6</issue>
</nlm-citation>
</ref>
<ref id="B35">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Huang]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Qu]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A discretely damped SDOF model for the rocking response of freestanding blocks]]></article-title>
<source><![CDATA[Earthquake Engineering and Engineering Vibratio]]></source>
<year>2022</year>
<volume>21</volume>
<page-range>729-40</page-range></nlm-citation>
</ref>
<ref id="B36">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[S.-C.]]></given-names>
</name>
<name>
<surname><![CDATA[Dougherty]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Neghabat]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal aseismic design of building and equipment]]></article-title>
<source><![CDATA[Journal of the Engineering Mechanics Division]]></source>
<year>1976</year>
<volume>102</volume>
<numero>3</numero>
<issue>3</issue>
</nlm-citation>
</ref>
<ref id="B37">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lu]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
<name>
<surname><![CDATA[Zhan]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
<name>
<surname><![CDATA[Qiu]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Wu]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Numerical modelling strategies for column rocking behavior in traditional timber structures]]></article-title>
<source><![CDATA[International Journal of Architectural Heritage]]></source>
<year>2023</year>
<volume>18</volume>
<numero>10</numero>
<issue>10</issue>
<page-range>1535-50</page-range></nlm-citation>
</ref>
<ref id="B38">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mazzoni]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Fenves]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Scott]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<source><![CDATA[OpenSees command language manual]]></source>
<year>2006</year>
<publisher-loc><![CDATA[Berkeley ]]></publisher-loc>
<publisher-name><![CDATA[University of California]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B39">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[McKenna]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Fenves]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Scott]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Open system for earthquake engineering simulation]]></source>
<year>2000</year>
<publisher-loc><![CDATA[Berkeley ]]></publisher-loc>
<publisher-name><![CDATA[University of California]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B40">
<nlm-citation citation-type="">
<collab>NIST</collab>
<collab>ATC</collab>
<source><![CDATA[Guidelines for nonlinear structural analysis for design of buildings Part IIb Reinforced Concrete Moment Frames]]></source>
<year>2017</year>
</nlm-citation>
</ref>
<ref id="B41">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ordaz]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Salgado-Gálvez]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Pérez-Rocha]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Cardona]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
<name>
<surname><![CDATA[Mena-Hernández]]></surname>
<given-names><![CDATA[U.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimum earthquake design coefficients based on probabilistic seismic hazard analyses: theory and applications]]></article-title>
<source><![CDATA[Earthquake Spectra]]></source>
<year>2017</year>
<volume>33</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1455-74</page-range></nlm-citation>
</ref>
<ref id="B42">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Orellana]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes-Salazar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal load factors for earthquake-resistant design of buildings located at different types of soils]]></article-title>
<source><![CDATA[Journal of Building Engineering]]></source>
<year>2021</year>
<volume>34</volume>
<numero>102026</numero>
<issue>102026</issue>
</nlm-citation>
</ref>
<ref id="B43">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Park]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Kwon]]></surname>
<given-names><![CDATA[J. H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal drift design model for multi-story buildings subjected to dynamic lateral forces]]></article-title>
<source><![CDATA[The Structural Design of Tall and Special Buildings]]></source>
<year>2003</year>
<volume>12</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>317-33</page-range></nlm-citation>
</ref>
<ref id="B44">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rackwitz]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimization - the basis of code-making and reliability verification]]></article-title>
<source><![CDATA[Structural Safety]]></source>
<year>2000</year>
<volume>22</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>27-60</page-range></nlm-citation>
</ref>
<ref id="B45">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Reinoso]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Jaimes]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Esteva]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Seismic vulnerability of an inventory of overturning objects]]></article-title>
<source><![CDATA[Journal of Earthquake Engineering]]></source>
<year>2010</year>
<volume>14</volume>
<numero>7</numero>
<issue>7</issue>
<page-range>1008-21</page-range></nlm-citation>
</ref>
<ref id="B46">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rodríguez]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Bojórquez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes-Salazar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Influence of spectral acceleration correlation models on conditional mean spectra and probabilistic seismic hazard analysis]]></article-title>
<source><![CDATA[Earthquake Engineering &amp; Structural Dynamics]]></source>
<year>2020</year>
<volume>50</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>309-28</page-range></nlm-citation>
</ref>
<ref id="B47">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rosenblueth]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimum design for infrequent disturbances]]></article-title>
<source><![CDATA[Journal of the Structural Division]]></source>
<year>1976</year>
<volume>102</volume>
<numero>9</numero>
<issue>9</issue>
<page-range>1807-25</page-range></nlm-citation>
</ref>
<ref id="B48">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rosenblueth]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Mendoza]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Reliability optimization in isostatic structures]]></article-title>
<source><![CDATA[Journal of the Engineering Mechanics Division]]></source>
<year>1971</year>
<volume>97</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>1625-42</page-range></nlm-citation>
</ref>
<ref id="B49">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rubinstein]]></surname>
<given-names><![CDATA[R. Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Kroese]]></surname>
<given-names><![CDATA[D. P.]]></given-names>
</name>
</person-group>
<source><![CDATA[Simulation and the Monte Carlo Method]]></source>
<year>1981</year>
<publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[John Wiley &amp; Sons, Inc]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B50">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Singh]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Mena]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Castro]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Carmona]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Empirical prediction of ground motion in Mexico City from coastal earthquakes]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>1987</year>
<volume>77</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>1862-7</page-range></nlm-citation>
</ref>
<ref id="B51">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Singh]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Reinoso]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Arroyo]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Ordaz]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Cruz-Atienza]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Pérez-Campos]]></surname>
<given-names><![CDATA[X.]]></given-names>
</name>
<name>
<surname><![CDATA[Hjörleifsdóttir]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Deadly intraslab Mexico earthquake of 19 September 2017 (&#8288;Mw 7.1): Ground motion and damage pattern in Mexico City]]></article-title>
<source><![CDATA[Seismological Research Letters]]></source>
<year>2018</year>
<volume>89</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>2193-203</page-range></nlm-citation>
</ref>
<ref id="B52">
<nlm-citation citation-type="">
<collab>The European Union per Regulation</collab>
<source><![CDATA[Eurocode 8: Design of structures for earthquake resistance - Part I: General rules, seismic actions and rules for buildings]]></source>
<year>2004</year>
</nlm-citation>
</ref>
<ref id="B53">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tolentino]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Ruiz]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Time-dependent confidence factor for structures with cumulative damage]]></article-title>
<source><![CDATA[Earthquake Spectra]]></source>
<year>2015</year>
<volume>31</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>441-61</page-range></nlm-citation>
</ref>
<ref id="B54">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vamvatsikos]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Cornell]]></surname>
<given-names><![CDATA[C. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Incremental dynamic analysis]]></article-title>
<source><![CDATA[Earthquake Engineering &amp; Structural Dynamics]]></source>
<year>2011</year>
<volume>31</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>491-514</page-range></nlm-citation>
</ref>
<ref id="B55">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zain]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Dackermann]]></surname>
<given-names><![CDATA[U.]]></given-names>
</name>
<name>
<surname><![CDATA[Prasittisopin]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Machine learning (ML) algorithms for seismic vulnerability assessment of school buildings in high-intensity seismic zones]]></article-title>
<source><![CDATA[Structures]]></source>
<year>2024</year>
<volume>70</volume>
</nlm-citation>
</ref>
<ref id="B56">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zou]]></surname>
<given-names><![CDATA[X.-K.]]></given-names>
</name>
<name>
<surname><![CDATA[Chan]]></surname>
<given-names><![CDATA[C.-M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings]]></article-title>
<source><![CDATA[Computers &amp; Structures]]></source>
<year>2005</year>
<volume>83</volume>
<numero>19-20</numero>
<issue>19-20</issue>
<page-range>1689-704</page-range></nlm-citation>
</ref>
<ref id="B57">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zou]]></surname>
<given-names><![CDATA[X.-K.]]></given-names>
</name>
<name>
<surname><![CDATA[Chan]]></surname>
<given-names><![CDATA[C.-M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal seismic performance-based design of reinforced concrete buildings using nonlinear pushover analysis]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2005</year>
<volume>27</volume>
<numero>8</numero>
<issue>8</issue>
<page-range>1289-302</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
