<?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>S0185-092X2017000200084</article-id>
<article-id pub-id-type="doi">10.18867/ris.97.482</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Contribución de las frecuencias características al periodo de vibración dominante en la Ciudad de Querétaro, México]]></article-title>
<article-title xml:lang="en"><![CDATA[Contribution of characteristic frequencies to the dominant vibration period in Querétaro City, Mexico]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Álvarez Manilla Aceves]]></surname>
<given-names><![CDATA[Alfonso]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carreón Freyre]]></surname>
<given-names><![CDATA[Dora]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mendoza]]></surname>
<given-names><![CDATA[Carlos]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Zúñiga Dávila Madrid]]></surname>
<given-names><![CDATA[F. Ramón]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Zhao]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,UNAM  ]]></institution>
<addr-line><![CDATA[ Querétaro]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,UNAM  ]]></institution>
<addr-line><![CDATA[ Querétaro]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,UNAM  ]]></institution>
<addr-line><![CDATA[ Querétaro]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,UNAM  ]]></institution>
<addr-line><![CDATA[ Querétaro]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af5">
<institution><![CDATA[,Jilin University  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>China</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2017</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2017</year>
</pub-date>
<numero>97</numero>
<fpage>84</fpage>
<lpage>101</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S0185-092X2017000200084&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S0185-092X2017000200084&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S0185-092X2017000200084&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: En este trabajo se presenta la metodología desarrollada para evaluar la contribución de la frecuencia característica de cada estrato al período fundamental de vibración a partir de la inversión de las curvas de dispersión aparente obtenidas del levantamiento en campo de ondas superficiales con fuente activa, sin importar la velocidad de cada capa. El cálculo del período fundamental se realizó con el procedimiento simplificado de un medio estratificado lineal desarrollado por Dobry et al. (1976). Como referencia para la clasificación por clases o categorías de velocidades se utilizó el elaborado por el International Building Code (IBC, 2009) y modificado para los materiales del subsuelo de la Ciudad de Querétaro. Las unidades geológicas principales se agruparon en tres secuencias estratigráficas: la Rocosa que abarca las mesetas y elevaciones topográficas que rodean el valle, la de Ladera que es la zona de pendiente variable constituida por depósitos volcánicos y sedimentarios (aluviales), y la secuencia de Planicie que comprende depósitos estratificados del tipo lacustre, fluvial y volcánico. A partir del análisis de los perfiles de velocidades de ondas de corte se observó que existen estratos con velocidades bajas confinados por otros de alta velocidad; lo que indica la presencia de estratos de baja rigidez a profundidades variables. En la zona rocosa el período fundamental de vibración es corto (menor que 0.1 s), mientras que en los depósitos de la planicie es más largos (mayor que 0.3 s). En la zona de ladera el período es relativamente largo (variable entre 0.1 s a 0.3 s) posiblemente debido a un efecto topográfico. Los resultados obtenidos muestran que la metodología propuesta para evaluar el período dominante a partir de la integración de las frecuencias características obtenidas con ondas superficiales permite estimar los espesores y velocidades de corte de cada estrato, el periodo fundamental de vibración de cada secuencia estratigráfica y finalmente, sus espectros de sitio.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: This study presents a methodology developed to evaluate the contribution of the characteristic frequency of each layer to the fundamental period of vibration from the inversion of apparent dispersion curves obtained from a surface-wave survey using an active source, independent of the velocity of each layer. The calculation of the fundamental period was achieved using the simplified procedure developed by Dobry et al. (1976) for a linear soil profile. For the classification of shear-wave velocities, a modification of the International Building Code (IBC, 2009) was used for the subsoil material in the city of Querétaro. The main geological units were grouped into three stratigraphic sequences: the plateau volcanic rocks that constitutes the high topographic elevations that surround the valley, the slope deposits composed of volcanic and sedimentary deposits (alluvial), and the plain sequence comprised of stratified deposits of lacustrine, fluvial and volcanic materials. From the analysis of the shear-wave velocity profiles, we observed layers with low shear velocities confined within high shear-velocity strata, indicating the presence of low stiffness layers at different depths. For the rock sequences, the fundamental period of vibration is short (less than 0.1 s), while this period is longer (greater than 0.3 s) in the plain deposits. In the slope area, the period is relatively long (variable from 0.1 s to 0.3 s) possibly due to a topographic effect. The results obtained in this study show that the methodology proposed to evaluate the dominant period from the integration of the characteristic frequencies obtained with surface waves, allows us to estimate the thicknesses and shear velocities of each layer, the fundamental period of each stratigraphic sequence and finally, their site spectra.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[secuencia estratigráfica]]></kwd>
<kwd lng="es"><![CDATA[espectros de dispersión]]></kwd>
<kwd lng="es"><![CDATA[ondas de Rayleigh]]></kwd>
<kwd lng="es"><![CDATA[período dominante]]></kwd>
<kwd lng="es"><![CDATA[frecuencia característica]]></kwd>
<kwd lng="es"><![CDATA[densidad]]></kwd>
<kwd lng="es"><![CDATA[rigidez]]></kwd>
<kwd lng="en"><![CDATA[stratigraphic sequence]]></kwd>
<kwd lng="en"><![CDATA[dispersion spectra]]></kwd>
<kwd lng="en"><![CDATA[Rayleigh waves]]></kwd>
<kwd lng="en"><![CDATA[dominant period]]></kwd>
<kwd lng="en"><![CDATA[characteristic frequency]]></kwd>
<kwd lng="en"><![CDATA[density]]></kwd>
<kwd lng="en"><![CDATA[stiffness]]></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[Aguirre-Díaz]]></surname>
<given-names><![CDATA[G J]]></given-names>
</name>
<name>
<surname><![CDATA[Zúñiga-Dávila Madrid]]></surname>
<given-names><![CDATA[F R]]></given-names>
</name>
<name>
<surname><![CDATA[Pacheco-Alvarado]]></surname>
<given-names><![CDATA[F J]]></given-names>
</name>
<name>
<surname><![CDATA[Guzmán-Speziale]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
<name>
<surname><![CDATA[Nieto-Obregón]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[El Graben de Querétaro, México, observaciones de cizallamiento activo]]></article-title>
<source><![CDATA[GEOS]]></source>
<year>2004</year>
<volume>20</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>2-7</page-range></nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aki]]></surname>
<given-names><![CDATA[K]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[&#8220;Local site effects on strong ground motion&#8221; in &#8220;Earthquake Eng. Soil Dynamics II, recent advances in ground motion evaluation&#8221;]]></article-title>
<source><![CDATA[Am. Soc. Civil Eng]]></source>
<year>1988</year>
<edition>20</edition>
<page-range>103-55</page-range></nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alaníz-Álvarez]]></surname>
<given-names><![CDATA[S A]]></given-names>
</name>
<name>
<surname><![CDATA[Nieto-Samaniego]]></surname>
<given-names><![CDATA[A F]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes-Zaragoza]]></surname>
<given-names><![CDATA[M A]]></given-names>
</name>
<name>
<surname><![CDATA[Orozco-Esquivel]]></surname>
<given-names><![CDATA[M T]]></given-names>
</name>
<name>
<surname><![CDATA[Ojeda-García]]></surname>
<given-names><![CDATA[A C]]></given-names>
</name>
<name>
<surname><![CDATA[Vassallo]]></surname>
<given-names><![CDATA[F L]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Estratigrafía y deformación extensional en la región San Miguel de Allende-Querétaro, México]]></article-title>
<source><![CDATA[Revista Mexicana de Ciencias Geológicas]]></source>
<year>2001</year>
<volume>18</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>129-48</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alvarez Manilla]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Origen y características de los suelos colapsables en la zona metropolitana de Querétaro]]></article-title>
<collab>Sociedad Mexicana de Mecánica de Suelos</collab>
<source><![CDATA[XXI Reunión Nacional de Mecánica de Suelos]]></source>
<year>2002</year>
<publisher-loc><![CDATA[Santiago de Querétaro ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alvarez Manilla]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
<name>
<surname><![CDATA[Fernández]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
<name>
<surname><![CDATA[García]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
<name>
<surname><![CDATA[Poot]]></surname>
<given-names><![CDATA[R M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Integración de las condiciones geológica y geohidrológica para formar las zonificaciones geotécnica y sísmica. Caso Querétaro]]></article-title>
<collab>Sociedad Mexicana de Mecánica de Suelos</collab>
<source><![CDATA[XXI Reunión Nacional de Mecánica de Suelos]]></source>
<year>2000</year>
<volume>2</volume>
<publisher-loc><![CDATA[Oaxaca ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alvarez Manilla]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
<name>
<surname><![CDATA[Fernández]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
<name>
<surname><![CDATA[García]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
<name>
<surname><![CDATA[Poot]]></surname>
<given-names><![CDATA[R M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Modificaciones a la zonificación geotécnica del valle y zona metropolitana de Querétaro]]></article-title>
<collab>Sociedad Mexicana de Mecánica de Suelos</collab>
<source><![CDATA[XXI Reunión Nacional de Mecánica de Suelos]]></source>
<year>2002</year>
<publisher-loc><![CDATA[Santiago de Querétaro ]]></publisher-loc>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Anbazhagan]]></surname>
<given-names><![CDATA[P]]></given-names>
</name>
<name>
<surname><![CDATA[Sheikh]]></surname>
<given-names><![CDATA[M N]]></given-names>
</name>
<name>
<surname><![CDATA[Parihar]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Influence of rock depth on seismic site classification for shallow bedrock regions]]></article-title>
<source><![CDATA[Natural Hazards Review]]></source>
<year>2013</year>
<volume>14</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>108-21</page-range></nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ballard]]></surname>
<given-names><![CDATA[R F]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Determination of soil shear moduli depth by in situ vibratory techniques, waterways experiment station]]></article-title>
<source><![CDATA[Miscellaneous Paper No. 4-69, U.S. Army Engineer Waterways Experiment Station]]></source>
<year>1964</year>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bazzurro]]></surname>
<given-names><![CDATA[P]]></given-names>
</name>
<name>
<surname><![CDATA[Cornell]]></surname>
<given-names><![CDATA[C Allin]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Ground-motion amplification in nonlinear soil site with uncertain properties]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>2004</year>
<volume>94</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>2090-109</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bouckovalas]]></surname>
<given-names><![CDATA[G D]]></given-names>
</name>
<name>
<surname><![CDATA[Kouretzis]]></surname>
<given-names><![CDATA[G P]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Stiff soil amplification effects in the 7 September 1999 Athens (Greece) earthquake]]></article-title>
<source><![CDATA[Soil Dynamics and Earthquake Engineering]]></source>
<year>2001</year>
<volume>21</volume>
<numero>8</numero>
<issue>8</issue>
<page-range>671-87</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Cañas]]></surname>
<given-names><![CDATA[J A]]></given-names>
</name>
<name>
<surname><![CDATA[Ledesma]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<source><![CDATA[Método de inversión generalizada: aplicación en sismología y posibilidad en ingeniería civil]]></source>
<year>1984</year>
<publisher-loc><![CDATA[España ]]></publisher-loc>
<publisher-name><![CDATA[Universidad Politécnica de Cataluña]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Carreón]]></surname>
<given-names><![CDATA[D]]></given-names>
</name>
<name>
<surname><![CDATA[Cerca]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[L Luna]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[F J Gámez]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Influencia de la estratigrafía y estructura geológica en el flujo del agua subterránea del Valle de Querétaro]]></article-title>
<source><![CDATA[Revista Mexicana de Ciencias Geológicas]]></source>
<year>2005</year>
<volume>22</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>1-18</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Carreón-Freyre]]></surname>
<given-names><![CDATA[D]]></given-names>
</name>
<name>
<surname><![CDATA[Cerca]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Ochoa-González]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Teatini]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Zúñiga]]></surname>
<given-names><![CDATA[F.R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Shearing along faults and stratigraphic joints controlled by land subsidence in the Valley of Querétaro, México]]></article-title>
<source><![CDATA[Hydrogeol J]]></source>
<year>2016</year>
</nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Dobry]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
<name>
<surname><![CDATA[Oweis]]></surname>
<given-names><![CDATA[I]]></given-names>
</name>
<name>
<surname><![CDATA[Urzua]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Simplified procedure for estimating the fundamental period of a soil profile]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>1976</year>
<volume>66</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1293-321</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Faccioli]]></surname>
<given-names><![CDATA[E]]></given-names>
</name>
</person-group>
<source><![CDATA[Seismic amplification in the presence of geological and topographic irregularities]]></source>
<year>1991</year>
<conf-name><![CDATA[ 2nd Intern. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics]]></conf-name>
<conf-loc>St. Louis, USA </conf-loc>
<page-range>1779-97</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="book">
<collab>GEC No. 3</collab>
<article-title xml:lang=""><![CDATA[LRFD seismic analysis and design of transportation geotechnical features and structural foundations. Reference manual]]></article-title>
<source><![CDATA[NHI Course No. 130094, Publication No. FHWA-NHI-11-032]]></source>
<year>2011</year>
<publisher-name><![CDATA[U.S. Department of Transportation]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Finn]]></surname>
<given-names><![CDATA[W]]></given-names>
</name>
<name>
<surname><![CDATA[L]]></surname>
<given-names><![CDATA[D]]></given-names>
</name>
<name>
<surname><![CDATA[Lee]]></surname>
<given-names><![CDATA[M K W]]></given-names>
</name>
</person-group>
<source><![CDATA[DESRA-2C: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential]]></source>
<year>1991</year>
<publisher-name><![CDATA[Univ. of British Columbia]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Foti]]></surname>
<given-names><![CDATA[S]]></given-names>
</name>
</person-group>
<source><![CDATA[Multi station methods for geotechnical characterization using Surface waves]]></source>
<year>2000</year>
<publisher-name><![CDATA[Politecnico di Torino]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gazetas]]></surname>
<given-names><![CDATA[G]]></given-names>
</name>
<name>
<surname><![CDATA[Kallow]]></surname>
<given-names><![CDATA[P N]]></given-names>
</name>
<name>
<surname><![CDATA[Psarropoulos]]></surname>
<given-names><![CDATA[P N]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Topography and soil effects in the Ms 5.9 Parnitha (Athens) earthquake: The case of Adámes]]></article-title>
<source><![CDATA[Natural Hazards]]></source>
<year>2002</year>
<volume>27</volume>
<page-range>133-69</page-range><publisher-name><![CDATA[Kluwer Academic Publishers]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gómez-González]]></surname>
<given-names><![CDATA[J M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Descripción preliminar de la actividad sísmica ocurrida en noviembre de 2007 en el Municipio de Landa de Matamoros, Qro]]></article-title>
<source><![CDATA[Entregado a Protección Civil del Estado y al Gobierno Municipalidad de Landa de Matamoros, Qro]]></source>
<year>2007</year>
<page-range>6</page-range></nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hardin]]></surname>
<given-names><![CDATA[B O]]></given-names>
</name>
<name>
<surname><![CDATA[Drnevich]]></surname>
<given-names><![CDATA[V P]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Shear modulus and damping in soils: Measurement and parameter effects]]></article-title>
<source><![CDATA[Journal of Soil Mechanics and Foundations]]></source>
<year>1972</year>
<volume>98</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>603-24</page-range><publisher-name><![CDATA[Division, ASCE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="book">
<collab>International Building Code (IBC)</collab>
<source><![CDATA[International building code]]></source>
<year>2009</year>
<page-range>367-8</page-range><publisher-name><![CDATA[International Code Council]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jones]]></surname>
<given-names><![CDATA[R B]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Surface wave techniques for measurements the elastic properties and thickness of roads: theoretical development]]></article-title>
<source><![CDATA[British Journal of Applied Physics]]></source>
<year>1962</year>
<volume>13</volume>
<page-range>21-9</page-range></nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kham]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
<name>
<surname><![CDATA[Semblat]]></surname>
<given-names><![CDATA[J-F]]></given-names>
</name>
<name>
<surname><![CDATA[Bouden-Romdhane]]></surname>
<given-names><![CDATA[N]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Amplification of seismic ground motion in the Tunois basin: Numerical BEM simulation vs experimental evidences]]></article-title>
<source><![CDATA[Engineering Geology]]></source>
<year>2013</year>
<volume>154</volume>
<page-range>80-6</page-range></nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kokusho]]></surname>
<given-names><![CDATA[T]]></given-names>
</name>
<name>
<surname><![CDATA[Yoshida]]></surname>
<given-names><![CDATA[Y]]></given-names>
</name>
<name>
<surname><![CDATA[Esashi]]></surname>
<given-names><![CDATA[Y]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Dynamic properties of soft clay for wide strain range]]></article-title>
<source><![CDATA[Soils and Foundations]]></source>
<year>1982</year>
<volume>22</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1-18</page-range></nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lermo]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
<name>
<surname><![CDATA[Chávez-García]]></surname>
<given-names><![CDATA[F J]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Site effect evaluation using spectral ratios with only one station]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>1993</year>
<volume>83</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>1574-94</page-range></nlm-citation>
</ref>
<ref id="B27">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lermo]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
<name>
<surname><![CDATA[Chávez-García]]></surname>
<given-names><![CDATA[F J]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Are microtremors useful in site response evaluation]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>1994</year>
<volume>84</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>1350-64</page-range></nlm-citation>
</ref>
<ref id="B28">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[X]]></given-names>
</name>
</person-group>
<source><![CDATA[Electrical resistivity tomography: methods and techniques]]></source>
<year>1992</year>
<publisher-loc><![CDATA[Changchun, China ]]></publisher-loc>
<publisher-name><![CDATA[Jilin University]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B29">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[León-Loya R]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<source><![CDATA[Estado y clasificación de la microsismicidad en la parte central de la Sierra Madre Oriental]]></source>
<year>2014</year>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B30">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[López-Lara]]></surname>
<given-names><![CDATA[T]]></given-names>
</name>
</person-group>
<source><![CDATA[Estudio físico-químico de la modificación de suelos arcillosos]]></source>
<year>2002</year>
<publisher-name><![CDATA[DEPFI, Universidad Autónoma de Querétaro]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B31">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Martínez González]]></surname>
<given-names><![CDATA[J A]]></given-names>
</name>
</person-group>
<source><![CDATA[Validación del factor de amplificación de los cocientes espectrales a partir de microtremores para fines de mapas sísmicos de intensidad]]></source>
<year>2015</year>
<page-range>7-51</page-range><publisher-name><![CDATA[Universidad Nacional Autónoma de México]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B32">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Miller]]></surname>
<given-names><![CDATA[R D]]></given-names>
</name>
<name>
<surname><![CDATA[Xia]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
<name>
<surname><![CDATA[Park]]></surname>
<given-names><![CDATA[C B]]></given-names>
</name>
<name>
<surname><![CDATA[Ivanov]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Multichannel analyses of surface waves to map bedrock]]></article-title>
<source><![CDATA[The Leading Edge]]></source>
<year>1999</year>
<volume>18</volume>
<numero>12</numero>
<issue>12</issue>
<page-range>1392-6</page-range></nlm-citation>
</ref>
<ref id="B33">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nakamura]]></surname>
<given-names><![CDATA[Y]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A method for dynamic characteristics estimation of subsurface using microtremors on the ground surface]]></article-title>
<source><![CDATA[Railway Technical Research Institute, Quarterly Reports]]></source>
<year>1989</year>
<volume>30</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>25-33</page-range></nlm-citation>
</ref>
<ref id="B34">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Norini]]></surname>
<given-names><![CDATA[G]]></given-names>
</name>
<name>
<surname><![CDATA[Capra]]></surname>
<given-names><![CDATA[L]]></given-names>
</name>
<name>
<surname><![CDATA[Borselli]]></surname>
<given-names><![CDATA[L]]></given-names>
</name>
<name>
<surname><![CDATA[Zúñiga]]></surname>
<given-names><![CDATA[F R]]></given-names>
</name>
<name>
<surname><![CDATA[Solari]]></surname>
<given-names><![CDATA[L]]></given-names>
</name>
<name>
<surname><![CDATA[Sarocchi]]></surname>
<given-names><![CDATA[D]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Large scale landslides triggered by quaternary tectonics in the Acambay graben, Mexico]]></article-title>
<source><![CDATA[Earth Surf. Process. Landforms]]></source>
<year>2010</year>
<volume>35</volume>
<numero>12</numero>
<issue>12</issue>
<page-range>1445-55</page-range></nlm-citation>
</ref>
<ref id="B35">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Park]]></surname>
<given-names><![CDATA[C]]></given-names>
</name>
<name>
<surname><![CDATA[Miller]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
<name>
<surname><![CDATA[Xia]]></surname>
<given-names><![CDATA[J]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Multichannel analysis of surface waves]]></article-title>
<source><![CDATA[Geophysics]]></source>
<year>1999</year>
<volume>64</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>800-8</page-range></nlm-citation>
</ref>
<ref id="B36">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pascuare]]></surname>
<given-names><![CDATA[G]]></given-names>
</name>
<name>
<surname><![CDATA[Ferrari]]></surname>
<given-names><![CDATA[L]]></given-names>
</name>
<name>
<surname><![CDATA[Perazzoli]]></surname>
<given-names><![CDATA[V]]></given-names>
</name>
<name>
<surname><![CDATA[Tiberi]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
<name>
<surname><![CDATA[Turchetti]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Morphological and structural analysis of the central sector of the Transmexican Volcanic Belt]]></article-title>
<source><![CDATA[Geofísica Internacional]]></source>
<year>1987</year>
<volume>26</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>177-93</page-range></nlm-citation>
</ref>
<ref id="B37">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pichugin]]></surname>
<given-names><![CDATA[V]]></given-names>
</name>
</person-group>
<source><![CDATA[Approximation of Rayleigh wave speed]]></source>
<year>2008</year>
</nlm-citation>
</ref>
<ref id="B38">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rahman]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
<name>
<surname><![CDATA[Barber]]></surname>
<given-names><![CDATA[J R]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Exact expressions for the roots of the secular equation for Rayleigh waves]]></article-title>
<source><![CDATA[J. Appl. Mech.]]></source>
<year>1995</year>
<volume>62</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>250-2</page-range></nlm-citation>
</ref>
<ref id="B39">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sadouki]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Harichane]]></surname>
<given-names><![CDATA[Z]]></given-names>
</name>
<name>
<surname><![CDATA[Chehat]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Response of randomly inhomogeneous layered media to harmonic excitations]]></article-title>
<source><![CDATA[Soil Dynamics and Earthquake Engineering]]></source>
<year>2012</year>
<volume>36</volume>
<page-range>84-95</page-range></nlm-citation>
</ref>
<ref id="B40">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Sherif]]></surname>
<given-names><![CDATA[R E]]></given-names>
</name>
<name>
<surname><![CDATA[Geldart]]></surname>
<given-names><![CDATA[L P]]></given-names>
</name>
</person-group>
<source><![CDATA[Exploration Seismology]]></source>
<year>1982</year>
<publisher-loc><![CDATA[Cambridge ]]></publisher-loc>
<publisher-name><![CDATA[University Press]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B41">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Stokoe]]></surname>
<given-names><![CDATA[K H]]></given-names>
</name>
<name>
<surname><![CDATA[Wright]]></surname>
<given-names><![CDATA[S G]]></given-names>
</name>
<name>
<surname><![CDATA[Bay]]></surname>
<given-names><![CDATA[J A]]></given-names>
</name>
<name>
<surname><![CDATA[Roesset]]></surname>
<given-names><![CDATA[J M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Characterization of geotechnical sites by SASW method: geophysical characterization of sites]]></article-title>
<person-group person-group-type="editor">
<name>
<surname><![CDATA[Woods]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
</person-group>
<source><![CDATA[ISSMFE Technical Committee]]></source>
<year>1994</year>
<numero>10</numero>
<issue>10</issue>
<page-range>15-25</page-range><publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[XIII ICSMFE]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B42">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Strobbia]]></surname>
<given-names><![CDATA[C]]></given-names>
</name>
</person-group>
<source><![CDATA[Surface wave methods. Acquisition, processing and inversion]]></source>
<year>2006</year>
<publisher-name><![CDATA[Politecnico de Torino]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B43">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Viktorov]]></surname>
<given-names><![CDATA[I A]]></given-names>
</name>
</person-group>
<source><![CDATA[Rayleigh and Lamb waves: physical theory and applications]]></source>
<year>1967</year>
<page-range>154</page-range><publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[Plennum Press]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B44">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Wilding]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<source><![CDATA[Development of a FIS-based seismic hazard screening tool]]></source>
<year>2008</year>
<page-range>172</page-range><publisher-name><![CDATA[Scholar's Mine, Missouri S &amp;T]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B45">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Yamanaka]]></surname>
</name>
<name>
<surname><![CDATA[Ishida]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Application of genetic algorithms to an inversion of surface-wave dispersion data]]></article-title>
<source><![CDATA[Bulletin of the Seismological Society of America]]></source>
<year>1996</year>
<volume>86</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>436-44</page-range></nlm-citation>
</ref>
<ref id="B46">
<nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Yee]]></surname>
<given-names><![CDATA[E]]></given-names>
</name>
<name>
<surname><![CDATA[Stewart]]></surname>
<given-names><![CDATA[J P]]></given-names>
</name>
<name>
<surname><![CDATA[Tokimatsu]]></surname>
<given-names><![CDATA[K]]></given-names>
</name>
</person-group>
<source><![CDATA[Nonlinear site response and seismic compression at vertical array strongly shaken by 2007 Niigata-ken Chuetsu-oki earthquake]]></source>
<year>2011</year>
</nlm-citation>
</ref>
<ref id="B47">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zhao]]></surname>
<given-names><![CDATA[D]]></given-names>
</name>
</person-group>
<source><![CDATA[Rayleigh wave method and data processing system]]></source>
<year>1992</year>
<publisher-loc><![CDATA[Changchun, China ]]></publisher-loc>
<publisher-name><![CDATA[Jilin University]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B48">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zuñiga F]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
<name>
<surname><![CDATA[Pacheco]]></surname>
<given-names><![CDATA[J F]]></given-names>
</name>
<name>
<surname><![CDATA[Speziale]]></surname>
<given-names><![CDATA[M Guzmán]]></given-names>
</name>
<name>
<surname><![CDATA[Díaz]]></surname>
<given-names><![CDATA[G Aguirre]]></given-names>
</name>
<name>
<surname><![CDATA[Espíndola]]></surname>
<given-names><![CDATA[V H]]></given-names>
</name>
<name>
<surname><![CDATA[Nava]]></surname>
<given-names><![CDATA[E]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The Sanfandila earthquake sequence of 1998, Querétaro, México: Activation of a non-documented fault in the northern edge of Central Transmexican Volcanic Belt]]></article-title>
<source><![CDATA[Tectonophysics]]></source>
<year>2003</year>
<volume>361</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>229-38</page-range></nlm-citation>
</ref>
<ref id="B49">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zúñiga-Dávila]]></surname>
<given-names><![CDATA[F R]]></given-names>
</name>
<name>
<surname><![CDATA[Gómez-González]]></surname>
<given-names><![CDATA[J M]]></given-names>
</name>
<name>
<surname><![CDATA[Speziale]]></surname>
<given-names><![CDATA[M Guzmán]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[La sismicidad de Querétaro]]></article-title>
<person-group person-group-type="editor">
<name>
<surname><![CDATA[Cortés Silva]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
<name>
<surname><![CDATA[Arzate Flores]]></surname>
<given-names><![CDATA[J A]]></given-names>
</name>
<name>
<surname><![CDATA[Lozano Guzmán]]></surname>
<given-names><![CDATA[A A]]></given-names>
</name>
</person-group>
<source><![CDATA[El Valle de Querétaro y su geoentorno]]></source>
<year>2009</year>
<volume>1</volume>
<publisher-name><![CDATA[CONCYTEQ]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
