<?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>2223-4861</journal-id>
<journal-title><![CDATA[Centro Azúcar]]></journal-title>
<abbrev-journal-title><![CDATA[cen. az.]]></abbrev-journal-title>
<issn>2223-4861</issn>
<publisher>
<publisher-name><![CDATA[Editorial Feijóo]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2223-48612023000400039</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[DISEÑO DE AMORTIGUADOR DE MASA SINTONIZADO PARA PUENTE]]></article-title>
<article-title xml:lang="en"><![CDATA[TUNED MASS DAMPER DESIGN FOR BRIDGE]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Chagoyen Méndez]]></surname>
<given-names><![CDATA[César A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medina Castellón]]></surname>
<given-names><![CDATA[Giovanny]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Campos Pérez]]></surname>
<given-names><![CDATA[Yamill S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Chagoyen Méndez]]></surname>
<given-names><![CDATA[Ernesto L.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Machado Rodríguez]]></surname>
<given-names><![CDATA[Ángel S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[García del Pino]]></surname>
<given-names><![CDATA[Gilberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Central &#8220;Marta Abreu&#8221; de Las Villas Facultad de Ingeniería Mecánica e Industrial Departamento de Ingeniería Mecánica]]></institution>
<addr-line><![CDATA[Santa Clara Villa Clara]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Central &#8220;Marta Abreu&#8221; de Las Villas Facultad de Construcciones Departamento de Ingeniería Civil]]></institution>
<addr-line><![CDATA[Santa Clara Villa Clara]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidade do Estado do Amazonas Escola Superior Tecnológica Coordenação de Engenharia Mecânica]]></institution>
<addr-line><![CDATA[Manaus Estado do Amazonas]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2023</year>
</pub-date>
<volume>50</volume>
<numero>4</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_arttext&amp;pid=S2223-48612023000400039&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_abstract&amp;pid=S2223-48612023000400039&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.sld.cu/scielo.php?script=sci_pdf&amp;pid=S2223-48612023000400039&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN  Introducción:  El deterioro y colapso de estructuras que son sometidas a cargas periódicas, como los puentes de ferrocarril, ocasionan daños económicos al país. Una solución a lo antes expuesto es la colocación de Amortiguadores de Masa Sintonizados.  Objetivos: Diseñar los principales componentes y parámetros de un Amortiguador de Masa Sintonizado.  Materiales y Métodos: Se determina la masa, el amortiguamiento y la rigidez del Amortiguador de Masa Sintonizado a partir de las características dinámicas del puente.  Resultados y discusión:  Se obtienen las gráficas con los valores de masa, amortiguamiento y rigidez del Amortiguador de Masa Sintonizado, que aseguran la reducción de la amplitud de las oscilaciones en el puente. También se obtienen los desplazamientos del puente antes y después de colocar el Amortiguador de Masa Sintonizado. Se dimensiona y se chequeala estabilidad de tres variantes de resortes, se selecciona un amortiguador de fabricación alemana y se propone un modelo de Amortiguador de Masa Sintonizado con la disposición final de sus elementos.  Conclusiones:  Se alcanza una significativa reducción en la amplitud de las oscilaciones del puente &#8220;Caso de Estudio&#8221; al incorporarle un Amortiguador de Masa Sintonizado con los parámetros calculados. La rigidez obtenida es muy elevada para el diseño de los resortes por lo que se decide distribuir este parámetro en tres variantes de Amortiguador de Masa Sintonizado. Se expone un modelo donde se visualiza la disposición de sus componentes.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT  Introduction:  The deterioration and collapse of structures that are subjected to periodic loads, such as railway bridges, cause economic damage to the country. A solution to the above is the placement of Tuned Mass Dampers.  Objective:  To design the main components and parameters of Tuned Mass Dampers.  Materials and Methods: The mass, damping and stiffness of the Tuned Mass Dampers are determined from the dynamic characteristics of the bridge.  Results and Discussion:  The graphs are obtained with the mass, damping and stiffness values of the Tuned Mass Damper, which ensure the reduction of the amplitude of the oscillations in the bridge. The displacements of the bridge before and after placing the Tuned Mass Damper are also obtained. The stability of three variants of springs is sized and checked, a German-made damper is selected and a Tuned Mass Damper model is proposed with the final arrangement of its elements.  Conclusions:  A significant reduction in the amplitude of the oscillations of the "Case Study" bridge is achieved by incorporating a Tuned Mass Damper with the calculated parameters. The stiffness obtained is very high for the design of the springs, so it was decided to distribute this parameter in three variants of Tuned Mass Damper. A model is exposed where the arrangement of its components is displayed.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Amortiguador de Masa Sintonizado]]></kwd>
<kwd lng="es"><![CDATA[puente de ferrocarril]]></kwd>
<kwd lng="es"><![CDATA[vibraciones]]></kwd>
<kwd lng="en"><![CDATA[Tuned Mass Damper]]></kwd>
<kwd lng="en"><![CDATA[Railway Bridge]]></kwd>
<kwd lng="en"><![CDATA[Vibrations]]></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[Ahumada]]></surname>
<given-names><![CDATA[J.L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Sistemas de control en estructuras]]></article-title>
<source><![CDATA[INGE CUC]]></source>
<year>2010</year>
<volume>6</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>79-84</page-range></nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alhamashi]]></surname>
<given-names><![CDATA[F.Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Al-Ashtari]]></surname>
<given-names><![CDATA[W.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of tuned mass damper used to enhance the response of structure under seismic action]]></article-title>
<source><![CDATA[Design Engineering (Toronto)]]></source>
<year>2022</year>
<volume>2022</volume>
<numero>01</numero>
<issue>01</issue>
<page-range>01-18</page-range></nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Barja]]></surname>
<given-names><![CDATA[X.M.]]></given-names>
</name>
<name>
<surname><![CDATA[Moreno Sánchez]]></surname>
<given-names><![CDATA[J.D.]]></given-names>
</name>
<name>
<surname><![CDATA[Sotomayor]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Influencia de la distribución de TMDS en la respuesta sísmica de estructuras irregulares de concreto armado]]></source>
<year>2020</year>
<conf-name><![CDATA[ 18th LACCEI International Multi-Conference for Engineering, Education, and Technology: Engineering, Integration, and Alliances for A Sustainable Development]]></conf-name>
<conf-loc>Buenos Aires, Argentina </conf-loc>
<page-range>1-8</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Batou]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Adhikari]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal parameters of viscoelastic tuned-mass dampers]]></article-title>
<source><![CDATA[Journal of Sound and Vibration]]></source>
<year>2019</year>
<volume>445</volume>
<page-range>17-28</page-range></nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Budynas]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Nisbett]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
</person-group>
<source><![CDATA[Shigley´s Mechanical Engineering Design]]></source>
<year>2020</year>
<edition>11th Edition</edition>
<page-range>499-542</page-range><publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill Education]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Chagoyen]]></surname>
<given-names><![CDATA[C.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Campos]]></surname>
<given-names><![CDATA[Y.S.]]></given-names>
</name>
<name>
<surname><![CDATA[Chagoyen]]></surname>
<given-names><![CDATA[E.L.]]></given-names>
</name>
<name>
<surname><![CDATA[Machado]]></surname>
<given-names><![CDATA[Á.S.]]></given-names>
</name>
</person-group>
<source><![CDATA[Determinación de los parámetros dinámicos de un TMD y diseño de sus principales componentes]]></source>
<year>2021</year>
<conf-name><![CDATA[ Simposio Internacional de Construcciones]]></conf-name>
<conf-loc>Santa Clara, Cuba </conf-loc>
</nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Den]]></surname>
<given-names><![CDATA[P.J.]]></given-names>
</name>
</person-group>
<source><![CDATA[Mechanical Vibrations]]></source>
<year>1956</year>
<edition>4th Edition</edition>
<page-range>346-70</page-range><publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[McGraw-Hill]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Di Matteo]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Pirrotta]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Tumminelli]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Combining TMD and TLCD: analytical and experimental studies]]></article-title>
<source><![CDATA[Journal of Wind Engineering and Industrial Aerodynamics]]></source>
<year>2017</year>
<volume>167</volume>
<page-range>101-13</page-range></nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Elias]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Matsagar]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Research developments in vibration control of structures using passive tuned mass dampers]]></article-title>
<source><![CDATA[Annual Reviews in Control]]></source>
<year>2017</year>
<volume>44</volume>
<page-range>129-56</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Hajji]]></surname>
<given-names><![CDATA[F.E.A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análisis y simulación numérica para el diseño de un sistema amortiguador de vibraciones]]></source>
<year>2016</year>
<publisher-name><![CDATA[Escuela Técnica Superior de Ingeniería de la Universidad de Sevilla]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jafari]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Alipour]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Methodologies to mitigate wind-induced vibration of tall buildings: A state-of-the-art review.]]></article-title>
<source><![CDATA[Journal of Building Engineering]]></source>
<year>2021</year>
<volume>33</volume>
<numero>4</numero>
<issue>4</issue>
</nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Junfeng]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Ji]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Kun]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Qing]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
<name>
<surname><![CDATA[Li]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Analysis of a nonlinear tuned mass damper by using the multi-scale method]]></article-title>
<source><![CDATA[Journal of Theoretical and Applied Mechanics]]></source>
<year>2022</year>
<volume>60</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>463-77</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lai]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Chang]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Yang]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Chang]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of optimal passive tuned mass damper with static output feedback and updating iterative procedure]]></article-title>
<source><![CDATA[Structural Control and Health Monitoring]]></source>
<year>2023</year>
<volume>2023</volume>
<page-range>1-18</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Petrini]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Giaralis]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants&#8217; comfort serviceability performance and energy harvesting]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2020</year>
<volume>204</volume>
<page-range>109904</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Roozbahan]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Turan]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[An improved passive tuned mass damper assisted by dual stiffness]]></article-title>
<source><![CDATA[Structures]]></source>
<year>2023</year>
<volume>50</volume>
<page-range>1598-607</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="book">
<collab>ZIMMER Group</collab>
<source><![CDATA[Catálogo Amortiguadores, Rodavigo S.A.]]></source>
<year>2023</year>
<publisher-loc><![CDATA[Vigo, España ]]></publisher-loc>
<publisher-name><![CDATA[Polígono Industrial Pontevedra]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
