<?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>1993-8012</journal-id>
<journal-title><![CDATA[Minería y Geología]]></journal-title>
<abbrev-journal-title><![CDATA[Min. Geol.]]></abbrev-journal-title>
<issn>1993-8012</issn>
<publisher>
<publisher-name><![CDATA[EDUM. Universidad de Moa]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1993-80122023000100015</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Efecto de sitio en el área urbana de Puerto Plata, República Dominicana]]></article-title>
<article-title xml:lang="en"><![CDATA[Site effect in the urban area of Puerto Plata, Dominican Republic]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rivera-Alvarez]]></surname>
<given-names><![CDATA[Zulima C.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bautista-Apolinar]]></surname>
<given-names><![CDATA[Julio P.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Pérez-Alejandro]]></surname>
<given-names><![CDATA[Yesica H.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Roque-Quezada]]></surname>
<given-names><![CDATA[María B.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Centro Nacional de Investigaciones Sismológicas  ]]></institution>
<addr-line><![CDATA[ Santiago de Cuba]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Servicio Geológico Nacional  ]]></institution>
<addr-line><![CDATA[ Santo Domingo]]></addr-line>
<country>República Dominicana</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>03</month>
<year>2023</year>
</pub-date>
<volume>39</volume>
<numero>1</numero>
<fpage>15</fpage>
<lpage>29</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S1993-80122023000100015&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S1993-80122023000100015&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S1993-80122023000100015&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN A fin de evaluar la respuesta sísmica de los suelos en la ciudad de Puerto Plata se realizó la descripción litoestratigráfica de 141 sondeos geotécnicos. Se aplicó la técnica de Nakamura o H/V (sísmica pasiva) para calcular, a partir del registro del ruido ambiental de fondo, el registro espectral entre los componentes horizontales y la componente vertical; en siete sitios se determinó la velocidad de la onda de corte (Vs) por el método de Análisis Multicanal de Ondas Superficiales (MASW) 1D y 2D (sísmica activa). El software PSHAKE se usó para el modelado 1D en 26 modelos estratigráficos. Se obtuvieron factores de amplificación de 0,6 a 2,0 siendo los últimos los que ocupan la mayor parte del área. Las mayores amplificaciones coinciden con la parte urbanizada donde afloran los materiales antrópicos y los sedimentos cuaternarios.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT In order to evaluate the seismic response of the soils in Puerto Plata city, the lithostratigraphic description of 141 geotechnical surveys was carried out. The Nakamura or H/V (passive seismic) technique was applied to calculate the spectral record between the horizontal components and the vertical by the background environmental noise record. The shear wave velocity (Vs) is determined by the 1D and 2D Multichannel Analysis of Surface Waves (MASW) method (active seismic) at seven sites. PSHAKE software is used for 1D modeling in 26 stratigraphic models. Amplification factors of 0.6 to 2.0 were obtained, with the latter occupying most of the area. The greatest amplifications match with the urbanized part where anthropic materials and Quaternary sediments emerge.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[sísmica]]></kwd>
<kwd lng="es"><![CDATA[efecto de sitio]]></kwd>
<kwd lng="es"><![CDATA[velocidad de las ondas de corte]]></kwd>
<kwd lng="es"><![CDATA[factor de amplificación]]></kwd>
<kwd lng="en"><![CDATA[seismic]]></kwd>
<kwd lng="en"><![CDATA[site effect]]></kwd>
<kwd lng="en"><![CDATA[shear wave speed]]></kwd>
<kwd lng="en"><![CDATA[amplification factor]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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</article>
