Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia
The increase in the world population has caused cities to grow vertically, increasing the amount of high-rise buildings, which is why there is a need to develop building materials with greater efficiency, that is, resistant and with less density to the conventional. The objective is to analyze the m...
- Autores:
-
Caceres Rubio, Jose Rafael
Rojas Suárez, Jhan Piero
Palacios Pabón, Jose Daniel
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2019
- Institución:
- Universidad Francisco de Paula Santander
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/1177
- Acceso en línea:
- http://repositorio.ufps.edu.co/handle/ufps/1177
- Palabra clave:
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
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dc.title.eng.fl_str_mv |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
title |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
spellingShingle |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
title_short |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
title_full |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
title_fullStr |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
title_full_unstemmed |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
title_sort |
Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia |
dc.creator.fl_str_mv |
Caceres Rubio, Jose Rafael Rojas Suárez, Jhan Piero Palacios Pabón, Jose Daniel |
dc.contributor.author.none.fl_str_mv |
Caceres Rubio, Jose Rafael Rojas Suárez, Jhan Piero Palacios Pabón, Jose Daniel |
description |
The increase in the world population has caused cities to grow vertically, increasing the amount of high-rise buildings, which is why there is a need to develop building materials with greater efficiency, that is, resistant and with less density to the conventional. The objective is to analyze the mechanical behavior of buildings with portico system when being designed with lightweight concrete mixtures made with thermally expanded clay from materials in the San José de Cúcuta metropolitan area, Colombia. Eight structural models were made using the finite element method with the Etabs® software, varying the building height and the concrete type that was used, in order to compare the properties and lightweight concrete characteristics contrasted with the conventional concrete. The modeled buildings were located on land with a capacity of 200 KPa and residential use. The San José de Cúcuta city is located on an area of high seismic threat according to the Colombian construction of resistant earthquake. It was determined that lightweight concrete manufactured with materials from the San José de Cúcuta metropolitan area, Colombia, is structural since it has a compressive strength at 28 days of 26 MPa on average and equilibrium density of 1646.16 Kg/m3 complying with the requirements minimums required by the Colombian regulation of resistant earthquake construction for a concrete to be considered light and structural. It was found that when using lightweight structural concrete in the design of joists and slabs, there is a 10% decrease in dead loads that reach the foundations of the structure, which implies a reduction in the dimensions of the foundations. |
publishDate |
2019 |
dc.date.issued.none.fl_str_mv |
2019-11-29 |
dc.date.accessioned.none.fl_str_mv |
2021-11-20T17:27:16Z |
dc.date.available.none.fl_str_mv |
2021-11-20T17:27:16Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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Text |
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info:eu-repo/semantics/article |
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http://purl.org/redcol/resource_type/ART |
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publishedVersion |
dc.identifier.uri.none.fl_str_mv |
http://repositorio.ufps.edu.co/handle/ufps/1177 |
dc.identifier.doi.none.fl_str_mv |
10.1088/1742-6596/1386/1/012072 |
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http://repositorio.ufps.edu.co/handle/ufps/1177 |
identifier_str_mv |
10.1088/1742-6596/1386/1/012072 |
dc.language.iso.spa.fl_str_mv |
eng |
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eng |
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Journal of Physics: Conference Series |
dc.relation.citationedition.spa.fl_str_mv |
Vol.1386 No.1.(2019) |
dc.relation.citationendpage.spa.fl_str_mv |
7 |
dc.relation.citationissue.spa.fl_str_mv |
1 (2019) |
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1 |
dc.relation.citationvolume.spa.fl_str_mv |
1386 |
dc.relation.cites.none.fl_str_mv |
Palacios, J. D., Rojas, J. P., & Cáceres, J. R. (2019, November). Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012072). IOP Publishing. |
dc.relation.ispartofjournal.spa.fl_str_mv |
Journal of Physics: Conference Series |
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http://purl.org/coar/access_right/c_abf2 |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.creativecommons.spa.fl_str_mv |
Atribución 4.0 Internacional (CC BY 4.0) |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
Atribución 4.0 Internacional (CC BY 4.0) http://purl.org/coar/access_right/c_abf2 |
dc.format.mimetype.spa.fl_str_mv |
application/pdf |
dc.coverage.region.none.fl_str_mv |
San Jose De Cùcuta metropolian area, Colombia |
dc.publisher.spa.fl_str_mv |
Journal of Physics: Conference Series |
dc.publisher.place.spa.fl_str_mv |
Londres, Reino Unido |
dc.source.spa.fl_str_mv |
https://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012072/meta |
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Universidad Francisco de Paula Santander |
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Caceres Rubio, Jose Rafaelfcefccd85bcc8aaa1c16008bcca89554Rojas Suárez, Jhan Piero96cb752d974d2a7f4f66513af6ebbf8d600Palacios Pabón, Jose Daniel595311f87d0e0333cd524e6c4556650b2021-11-20T17:27:16Z2021-11-20T17:27:16Z2019-11-29http://repositorio.ufps.edu.co/handle/ufps/117710.1088/1742-6596/1386/1/012072The increase in the world population has caused cities to grow vertically, increasing the amount of high-rise buildings, which is why there is a need to develop building materials with greater efficiency, that is, resistant and with less density to the conventional. The objective is to analyze the mechanical behavior of buildings with portico system when being designed with lightweight concrete mixtures made with thermally expanded clay from materials in the San José de Cúcuta metropolitan area, Colombia. Eight structural models were made using the finite element method with the Etabs® software, varying the building height and the concrete type that was used, in order to compare the properties and lightweight concrete characteristics contrasted with the conventional concrete. The modeled buildings were located on land with a capacity of 200 KPa and residential use. The San José de Cúcuta city is located on an area of high seismic threat according to the Colombian construction of resistant earthquake. It was determined that lightweight concrete manufactured with materials from the San José de Cúcuta metropolitan area, Colombia, is structural since it has a compressive strength at 28 days of 26 MPa on average and equilibrium density of 1646.16 Kg/m3 complying with the requirements minimums required by the Colombian regulation of resistant earthquake construction for a concrete to be considered light and structural. It was found that when using lightweight structural concrete in the design of joists and slabs, there is a 10% decrease in dead loads that reach the foundations of the structure, which implies a reduction in the dimensions of the foundations.application/pdfengJournal of Physics: Conference SeriesLondres, Reino UnidoJournal of Physics: Conference SeriesVol.1386 No.1.(2019)71 (2019)11386Palacios, J. D., Rojas, J. P., & Cáceres, J. R. (2019, November). Evaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012072). IOP Publishing.Journal of Physics: Conference SeriesContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltdinfo:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012072/metaEvaluation and analysis of structures with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, ColombiaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85San Jose De Cùcuta metropolian area, ColombiaCáceres Rubio J R 2018 Desarrollo de agregado liviano para mezclas de concreto de baja densidad a partir de arcillas de la zona metropolitana de Cúcuta (San José de Cúcuta: Universidad Francisco de Paula Santander)Abdurrahmaan L, Khandaker H and Mohamed L 2016 Mix design and properties of lightweight self- consolidating concretes developed with furnace slag, expanded clay and expanded shale aggregates Journal of Sustainable Cement-Based Materials 5 297Hossain K M A 2004 Properties of volcanic pumice based cement and lightweight concrete Cement and Concrete Research 34 283-291American Concrete Institute (ACI) 1998 Standard practice for selecting proportions for structural lightweight concrete, ACI 211.2-98 (USA: American Concrete Institute)Bamforth P B 1987 The properties of high strength lightweight concrete Concrete 21 8Curcio F, Galeota D and Gallo A 1998 fourth CANMET/ACI/JCI conference: Advances in Concrete Technology 179 (Japan: American Concrete Institute) High-performance lightweight concrete for the precast prestressed concrete industry 389Topcu I B 1997 Semi lightweight concretes produced by volcanic slags Cement and Concrete Research 27 15Bai Y, Ibrahim R and Muhammed Basheer P 2004 Properties of lightweight concrete manufactured with fly ash, furnace bottom ash, and lytag Proceedings of the International Workshop on Sustainable Development and Concrete Technology (Beijing,) ed Kejin Wang 77 Center for Transportation Research and Education, Iowa State UniversityHossain K and Lachemi M 2007 Mixture design, strength, durability, and fire resistance of lightweight pumice concrete ACI Materials Journal 104 449Dilli M E, Atahan H N and Sengül C 2015 A comparasion of strength and elastic properties between conventional and lightweight structural concretes designed with expnaded clay aggregates Construction and Building Materials 101 260Ratti Guzmán G L and Correa Chaparro J D 2015 Evaluación del efecto de la variación de la dosificación de agregado ligero de arcilla expandida en las propiedades físicas y mecánicas de un concreto estructural aligerado (Bogotá: Pontificia Javeriana)Martinez Pineda D R 2010 Concreto liviano estructural con arcilla expandida termicamente extraida de canteras localizadas en el sur de la Sabana de Bogotá (Bogotá: Universidad Nacional de Colombia)Bueno Quintero D C 2015 Comparación de cuantías de materiales de construcción para estructuras aporticadas y de sistema combinado en concreto convencional vs. concreto liviano (Bogotá: Escuela Colombiana de Ingeniería Julio Garavito) de acuerdo con lo indicado en el reglamento colombiano de construcción sismo resistente NSR-10Asociación Colombiana de Ingeniería Sísmica (AIS) 2017 Reglamento colombiano de construcción sismo resistente, NSR-10 (Bogotá: Asociación Colombiana de Ingeniería Sísmica)ORIGINALEvaluation and analysis of structure with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia.pdfEvaluation and analysis of structure with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia.pdfapplication/pdf679102https://repositorio.ufps.edu.co/bitstream/ufps/1177/1/Evaluation%20and%20analysis%20of%20structure%20with%20porch%20system%20in%20lightweight%20concrete%20by%20thermally%20expanded%20clay%20from%20San%20Jos%c3%a9%20de%20C%c3%bacuta%20metropolitan%20area%2c%20Colombia.pdf33626e0523afa03aebd1156dd34e79f6MD51open accessLICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/1177/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTEvaluation and analysis of structure with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia.pdf.txtEvaluation and analysis of structure with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia.pdf.txtExtracted texttext/plain17511https://repositorio.ufps.edu.co/bitstream/ufps/1177/3/Evaluation%20and%20analysis%20of%20structure%20with%20porch%20system%20in%20lightweight%20concrete%20by%20thermally%20expanded%20clay%20from%20San%20Jos%c3%a9%20de%20C%c3%bacuta%20metropolitan%20area%2c%20Colombia.pdf.txtab64c0e1d3e106526d29b13ed17017feMD53open accessTHUMBNAILEvaluation and analysis of structure with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia.pdf.jpgEvaluation and analysis of structure with porch system in lightweight concrete by thermally expanded clay from San José de Cúcuta metropolitan area, Colombia.pdf.jpgGenerated Thumbnailimage/jpeg9735https://repositorio.ufps.edu.co/bitstream/ufps/1177/4/Evaluation%20and%20analysis%20of%20structure%20with%20porch%20system%20in%20lightweight%20concrete%20by%20thermally%20expanded%20clay%20from%20San%20Jos%c3%a9%20de%20C%c3%bacuta%20metropolitan%20area%2c%20Colombia.pdf.jpg3a6bef499251e3234b05d472c6befcdeMD54open accessufps/1177oai:repositorio.ufps.edu.co:ufps/11772022-05-23 10:54:01.637open accessRepositorio Universidad Francisco de Paula 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 incorporada en las Obras Colectivas.

b.	Distribuir copias o fonogramas de las Obras, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública, incluyéndolas como incorporadas en Obras Colectivas, según corresponda.

c.	Distribuir copias de las Obras Derivadas que se generen, exhibirlas públicamente, ejecutarlas públicamente y/o ponerlas a disposición pública.
Los derechos mencionados anteriormente pueden ser ejercidos en todos los medios y formatos, actualmente conocidos o que se inventen en el futuro. Los derechos antes mencionados incluyen el derecho a realizar dichas modificaciones en la medida que sean técnicamente necesarias para ejercer los derechos en otro medio o formatos, pero de otra manera usted no está autorizado para realizar obras derivadas. Todos los derechos no otorgados expresamente por el Licenciante quedan por este medio reservados, incluyendo pero sin limitarse a aquellos que se mencionan en las secciones 4(d) y 4(e).

4. Restricciones.
La licencia otorgada en la anterior Sección 3 está expresamente sujeta y limitada por las siguientes restricciones:

a.	Usted puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra sólo bajo las condiciones de esta Licencia, y Usted debe incluir una copia de esta licencia o del Identificador Universal de Recursos de la misma con cada copia de la Obra que distribuya, exhiba públicamente, ejecute públicamente o ponga a disposición pública. No es posible ofrecer o imponer ninguna condición sobre la Obra que altere o limite las condiciones de esta Licencia o el ejercicio de los derechos de los destinatarios otorgados en este documento. No es posible sublicenciar la Obra. Usted debe mantener intactos todos los avisos que hagan referencia a esta Licencia y a la cláusula de limitación de garantías. Usted no puede distribuir, exhibir públicamente, ejecutar públicamente, o poner a disposición pública la Obra con alguna medida tecnológica que controle el acceso o la utilización de ella de una forma que sea inconsistente con las condiciones de esta Licencia. Lo anterior se aplica a la Obra incorporada a una Obra Colectiva, pero esto no exige que la Obra Colectiva aparte de la obra misma quede sujeta a las condiciones de esta Licencia. Si Usted crea una Obra Colectiva, previo aviso de cualquier Licenciante debe, en la medida de lo posible, eliminar de la Obra Colectiva cualquier referencia a dicho Licenciante o al Autor Original, según lo solicitado por el Licenciante y conforme lo exige la cláusula 4(c).

b.	Usted no puede ejercer ninguno de los derechos que le han sido otorgados en la Sección 3 precedente de modo que estén principalmente destinados o directamente dirigidos a conseguir un provecho comercial o una compensación monetaria privada. El intercambio de la Obra por otras obras protegidas por derechos de autor, ya sea a través de un sistema para compartir archivos digitales (digital file-sharing) o de cualquier otra manera no será considerado como estar destinado principalmente o dirigido directamente a conseguir un provecho comercial o una compensación monetaria privada, siempre que no se realice un pago mediante una compensación monetaria en relación con el intercambio de obras protegidas por el derecho de autor.

c.	Si usted distribuye, exhibe públicamente, ejecuta públicamente o ejecuta públicamente en forma digital la Obra o cualquier Obra Derivada u Obra Colectiva, Usted debe mantener intacta toda la información de derecho de autor de la Obra y proporcionar, de forma razonable según el medio o manera que Usted esté utilizando: (i) el nombre del Autor Original si está provisto (o seudónimo, si fuere aplicable), y/o (ii) el nombre de la parte o las partes que el Autor Original y/o el Licenciante hubieren designado para la atribución (v.g., un instituto patrocinador, editorial, publicación) en la información de los derechos de autor del Licenciante, términos de servicios o de otras formas razonables; el título de la Obra si está provisto; en la medida de lo razonablemente factible y, si está provisto, el Identificador Uniforme de Recursos (Uniform Resource Identifier) que el Licenciante especifica para ser asociado con la Obra, salvo que tal URI no se refiera a la nota sobre los derechos de autor o a la información sobre el licenciamiento de la Obra; y en el caso de una Obra Derivada, atribuir el crédito identificando el uso de la Obra en la Obra Derivada (v.g., "Traducción Francesa de la Obra del Autor Original," o "Guión Cinematográfico basado en la Obra original del Autor Original"). Tal crédito puede ser implementado de cualquier forma razonable; en el caso, sin embargo, de Obras Derivadas u Obras Colectivas, tal crédito aparecerá, como mínimo, donde aparece el crédito de cualquier otro autor comparable y de una manera, al menos, tan destacada como el crédito de otro autor comparable.

d.	Para evitar toda confusión, el Licenciante aclara que, cuando la obra es una composición musical:

i.	Regalías por interpretación y ejecución bajo licencias generales. El Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública o la ejecución pública digital de la obra y de recolectar, sea individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, SAYCO), las regalías por la ejecución pública o por la ejecución pública digital de la obra (por ejemplo Webcast) licenciada bajo licencias generales, si la interpretación o ejecución de la obra está primordialmente orientada por o dirigida a la obtención de una ventaja comercial o una compensación monetaria privada.

ii.	Regalías por Fonogramas. El Licenciante se reserva el derecho exclusivo de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, los consagrados por la SAYCO), una agencia de derechos musicales o algún agente designado, las regalías por cualquier fonograma que Usted cree a partir de la obra (“versión cover”) y distribuya, en los términos del régimen de derechos de autor, si la creación o distribución de esa versión cover está primordialmente destinada o dirigida a obtener una ventaja comercial o una compensación monetaria privada.

e.	Gestión de Derechos de Autor sobre Interpretaciones y Ejecuciones Digitales (WebCasting). Para evitar toda confusión, el Licenciante aclara que, cuando la obra sea un fonograma, el Licenciante se reserva el derecho exclusivo de autorizar la ejecución pública digital de la obra (por ejemplo, webcast) y de recolectar, individualmente o a través de una sociedad de gestión colectiva de derechos de autor y derechos conexos (por ejemplo, ACINPRO), las regalías por la ejecución pública digital de la obra (por ejemplo, webcast), sujeta a las disposiciones aplicables del régimen de Derecho de Autor, si esta ejecución pública digital está primordialmente dirigida a obtener una ventaja comercial o una compensación monetaria privada.

5. Representaciones, Garantías y Limitaciones de Responsabilidad.
A MENOS QUE LAS PARTES LO ACORDARAN DE OTRA FORMA POR ESCRITO, EL LICENCIANTE OFRECE LA OBRA (EN EL ESTADO EN EL QUE SE ENCUENTRA) “TAL CUAL”, SIN BRINDAR GARANTÍAS DE CLASE ALGUNA RESPECTO DE LA OBRA, YA SEA EXPRESA, IMPLÍCITA, LEGAL O CUALQUIERA OTRA, INCLUYENDO, SIN LIMITARSE A ELLAS, GARANTÍAS DE TITULARIDAD, COMERCIABILIDAD, ADAPTABILIDAD O ADECUACIÓN A PROPÓSITO DETERMINADO, AUSENCIA DE INFRACCIÓN, DE AUSENCIA DE DEFECTOS LATENTES O DE OTRO TIPO, O LA PRESENCIA O AUSENCIA DE ERRORES, SEAN O NO DESCUBRIBLES (PUEDAN O NO SER ESTOS DESCUBIERTOS). ALGUNAS JURISDICCIONES NO PERMITEN LA EXCLUSIÓN DE GARANTÍAS IMPLÍCITAS, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

6. Limitación de responsabilidad.
A MENOS QUE LO EXIJA EXPRESAMENTE LA LEY APLICABLE, EL LICENCIANTE NO SERÁ RESPONSABLE ANTE USTED POR DAÑO ALGUNO, SEA POR RESPONSABILIDAD EXTRACONTRACTUAL, PRECONTRACTUAL O CONTRACTUAL, OBJETIVA O SUBJETIVA, SE TRATE DE DAÑOS MORALES O PATRIMONIALES, DIRECTOS O INDIRECTOS, PREVISTOS O IMPREVISTOS PRODUCIDOS POR EL USO DE ESTA LICENCIA O DE LA OBRA, AUN CUANDO EL LICENCIANTE HAYA SIDO ADVERTIDO DE LA POSIBILIDAD DE DICHOS DAÑOS. ALGUNAS LEYES NO PERMITEN LA EXCLUSIÓN DE CIERTA RESPONSABILIDAD, EN CUYO CASO ESTA EXCLUSIÓN PUEDE NO APLICARSE A USTED.

7. Término.

a.	Esta Licencia y los derechos otorgados en virtud de ella terminarán automáticamente si Usted infringe alguna condición establecida en ella. Sin embargo, los individuos o entidades que han recibido Obras Derivadas o Colectivas de Usted de conformidad con esta Licencia, no verán terminadas sus licencias, siempre que estos individuos o entidades sigan cumpliendo íntegramente las condiciones de estas licencias. Las Secciones 1, 2, 5, 6, 7, y 8 subsistirán a cualquier terminación de esta Licencia.

b.	Sujeta a las condiciones y términos anteriores, la licencia otorgada aquí es perpetua (durante el período de vigencia de los derechos de autor de la obra). No obstante lo anterior, el Licenciante se reserva el derecho a publicar y/o estrenar la Obra bajo condiciones de licencia diferentes o a dejar de distribuirla en los términos de esta Licencia en cualquier momento; en el entendido, sin embargo, que esa elección no servirá para revocar esta licencia o que deba ser otorgada , bajo los términos de esta licencia), y esta licencia continuará en pleno vigor y efecto a menos que sea terminada como se expresa atrás. La Licencia revocada continuará siendo plenamente vigente y efectiva si no se le da término en las condiciones indicadas anteriormente.

8. Varios.

a.	Cada vez que Usted distribuya o ponga a disposición pública la Obra o una Obra Colectiva, el Licenciante ofrecerá al destinatario una licencia en los mismos términos y condiciones que la licencia otorgada a Usted bajo esta Licencia.

b.	Si alguna disposición de esta Licencia resulta invalidada o no exigible, según la legislación vigente, esto no afectará ni la validez ni la aplicabilidad del resto de condiciones de esta Licencia y, sin acción adicional por parte de los sujetos de este acuerdo, aquélla se entenderá reformada lo mínimo necesario para hacer que dicha disposición sea válida y exigible.

c.	Ningún término o disposición de esta Licencia se estimará renunciada y ninguna violación de ella será consentida a menos que esa renuncia o consentimiento sea otorgado por escrito y firmado por la parte que renuncie o consienta.

d.	Esta Licencia refleja el acuerdo pleno entre las partes respecto a la Obra aquí licenciada. No hay arreglos, acuerdos o declaraciones respecto a la Obra que no estén especificados en este documento. El Licenciante no se verá limitado por ninguna disposición adicional que pueda surgir en alguna comunicación emanada de Usted. Esta Licencia no puede ser modificada sin el consentimiento mutuo por escrito del Licenciante y Usted.
0000-0003-2682-988096cb752d974d2a7f4f66513af6ebbf8d600 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