Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures
Modern architecture of civil engineering structures made of reinforced concrete is demanding solutions to problems related to design and construction of roofs shaped as creative forms which require an adequate combination of arts and physical-mathematical models. In that sense, the quadric and cylin...
- Autores:
-
Palacios Pabón, José Daniel
Jácome Carrascal, José Leonardo
MARQUEZ-PEÑARANDA, JORGE FERNANDO
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2020
- Institución:
- Universidad Francisco de Paula Santander
- Repositorio:
- Repositorio Digital UFPS
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.ufps.edu.co:ufps/1668
- Acceso en línea:
- http://repositorio.ufps.edu.co/handle/ufps/1668
https://doi.org/10.1088/1742-6596/1708/1/012024
- Palabra clave:
- Rights
- openAccess
- License
- © Copyright 2021 IOP Publishing
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dc.title.eng.fl_str_mv |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
title |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
spellingShingle |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
title_short |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
title_full |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
title_fullStr |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
title_full_unstemmed |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
title_sort |
Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures |
dc.creator.fl_str_mv |
Palacios Pabón, José Daniel Jácome Carrascal, José Leonardo MARQUEZ-PEÑARANDA, JORGE FERNANDO |
dc.contributor.author.none.fl_str_mv |
Palacios Pabón, José Daniel Jácome Carrascal, José Leonardo MARQUEZ-PEÑARANDA, JORGE FERNANDO |
description |
Modern architecture of civil engineering structures made of reinforced concrete is demanding solutions to problems related to design and construction of roofs shaped as creative forms which require an adequate combination of arts and physical-mathematical models. In that sense, the quadric and cylindrical surfaces offer an attractive based on their volumetric expression, historicity, and mathematical feasibility. In this work, seven cylindrical and quadric surfaces named elliptic cylinder, parabolic cylinder, elliptic cone, elliptic paraboloid, hyperbolic paraboloid, ellipsoid and hyperboloid of two sheets have been analysed to find out which of them show to be more efficient when used as reinforced concrete roof structures. To do so, the configuration of each structure hase been adjusted in terms of similar stiffness, strength parameters and enclosed volume. The structural efficiency was computed using the results of weight/load ratio, available strength, material consumption and relative stiffness. The solution of the model has been achieved using a combination of exact solutions and numerical methods. To compute the model results a Matlab® code was written and validated using the structural software SAP2000®. The best structural efficiency in terms of stiffness, strength, and materials consumption was obtained for roofs configurated using surfaces built from parabolas, i.e., elliptic paraboloid, hyperbolic paraboloid, and parabolic cylinder. The results of this work can be used in future studies and applications related to arhitectural comfort, structural behaviour and material consumption in construction of roofs. |
publishDate |
2020 |
dc.date.issued.none.fl_str_mv |
2020-12-05 |
dc.date.accessioned.none.fl_str_mv |
2021-12-02T21:39:31Z |
dc.date.available.none.fl_str_mv |
2021-12-02T21:39:31Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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http://purl.org/coar/resource_type/c_6501 |
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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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info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_6501 |
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publishedVersion |
dc.identifier.uri.none.fl_str_mv |
http://repositorio.ufps.edu.co/handle/ufps/1668 |
dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.1088/1742-6596/1708/1/012024 |
url |
http://repositorio.ufps.edu.co/handle/ufps/1668 https://doi.org/10.1088/1742-6596/1708/1/012024 |
dc.language.iso.spa.fl_str_mv |
eng |
language |
eng |
dc.relation.ispartof.none.fl_str_mv |
Journal of Physics: Conference Series |
dc.relation.citationedition.spa.fl_str_mv |
Vol.1708 No.1.(2020) |
dc.relation.citationendpage.spa.fl_str_mv |
7 |
dc.relation.citationissue.spa.fl_str_mv |
1(2020) |
dc.relation.citationstartpage.spa.fl_str_mv |
1 |
dc.relation.citationvolume.spa.fl_str_mv |
1708 |
dc.relation.cites.none.fl_str_mv |
Márquez, J. F., Jácome, J. L., & Palacios, J. D. (2020, December). Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures. In Journal of Physics: Conference Series (Vol. 1708, No. 1, p. 012024). IOP Publishing. |
dc.relation.ispartofjournal.spa.fl_str_mv |
Journal of Physics: Conference Series |
dc.rights.eng.fl_str_mv |
© Copyright 2021 IOP Publishing |
dc.rights.coar.fl_str_mv |
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) |
rights_invalid_str_mv |
© Copyright 2021 IOP Publishing Atribución 4.0 Internacional (CC BY 4.0) http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.spa.fl_str_mv |
07 páginas |
dc.format.mimetype.spa.fl_str_mv |
application/pdf |
dc.publisher.spa.fl_str_mv |
Journal of Physics: Conference Series |
dc.publisher.place.spa.fl_str_mv |
Reino Unido |
dc.source.spa.fl_str_mv |
https://iopscience.iop.org/article/10.1088/1742-6596/1708/1/012024/meta |
institution |
Universidad Francisco de Paula Santander |
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Palacios Pabón, José Danieleb7be806b36f51db1a072510e2c44d61600Jácome Carrascal, José Leonardo44342677dcafcc985af2d690af8fcdc2600MARQUEZ-PEÑARANDA, JORGE FERNANDObe192efc242d1ba2fa395f6b694d03b86002021-12-02T21:39:31Z2021-12-02T21:39:31Z2020-12-05http://repositorio.ufps.edu.co/handle/ufps/1668https://doi.org/10.1088/1742-6596/1708/1/012024Modern architecture of civil engineering structures made of reinforced concrete is demanding solutions to problems related to design and construction of roofs shaped as creative forms which require an adequate combination of arts and physical-mathematical models. In that sense, the quadric and cylindrical surfaces offer an attractive based on their volumetric expression, historicity, and mathematical feasibility. In this work, seven cylindrical and quadric surfaces named elliptic cylinder, parabolic cylinder, elliptic cone, elliptic paraboloid, hyperbolic paraboloid, ellipsoid and hyperboloid of two sheets have been analysed to find out which of them show to be more efficient when used as reinforced concrete roof structures. To do so, the configuration of each structure hase been adjusted in terms of similar stiffness, strength parameters and enclosed volume. The structural efficiency was computed using the results of weight/load ratio, available strength, material consumption and relative stiffness. The solution of the model has been achieved using a combination of exact solutions and numerical methods. To compute the model results a Matlab® code was written and validated using the structural software SAP2000®. The best structural efficiency in terms of stiffness, strength, and materials consumption was obtained for roofs configurated using surfaces built from parabolas, i.e., elliptic paraboloid, hyperbolic paraboloid, and parabolic cylinder. The results of this work can be used in future studies and applications related to arhitectural comfort, structural behaviour and material consumption in construction of roofs.07 páginasapplication/pdfengJournal of Physics: Conference SeriesReino UnidoJournal of Physics: Conference SeriesVol.1708 No.1.(2020)71(2020)11708Márquez, J. F., Jácome, J. L., & Palacios, J. D. (2020, December). Determination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures. In Journal of Physics: Conference Series (Vol. 1708, No. 1, p. 012024). IOP Publishing.Journal of Physics: Conference Series© Copyright 2021 IOP Publishinginfo:eu-repo/semantics/openAccessAtribución 4.0 Internacional (CC BY 4.0)http://purl.org/coar/access_right/c_abf2https://iopscience.iop.org/article/10.1088/1742-6596/1708/1/012024/metaDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structuresArtículo 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_970fb48d4fbd8a85Oliver M, Buitrago M, Paya-Zaforteza I and Adam J M 2016 Eduardo Torroja’s CASA factory roof: An unbuilt Structural Art masterpiece Eng. Struct. 128 82Pottmann H, Eigensatz E, Vaxman A and Wallner J 2015 Architectural geometry Comput. Graph. 47 145Cordeiro J S, Bastos P S, Saraiva E, Parente E, Silva de Holandac A and Sousa J B M 2019 An isogeometric formulation for stability analysis of laminated plates and shallow shells J. Thin-Walled Structures 143 106224:1Hawkinsa W, Orr J, Ibell T and Shepher P 2018 an analytical failure envelope for the design of textile reinforced concrete shells Structures 15 56Rizzo F 2012 Wind tunnel tests on hyperbolic paraboloid roofs with elliptical plane shapes Eng. Struct. 45 536Tornabene F and Viola E 2008 2-D solution for free vibrations of parabolic shells using generalized differential quadrature method Eur. J. Mech. a Solids 27 1001Larson R E, Hostetler R P and Edwards BE 1995 Cálculo y Geometría Analttica vol 2 (Madrid: McGraw-Hill) chapter 14Leithold L 1998 El Cálculo (México: Oxford University Press) chapter 10Caycedo M S, Siquiera G H, Vieira L C M and Vizotto I 2019 Evaluation of structural capacity of triangular and hexagonal reinforced concrete free-form shells Eng. Struct. 188 519Ditlevsen O and Madsen H 2007 Structural Reliability Methods (Chichester: John Wiley & Sons Ltd.)Nilson A and Winter G 1999 Diseño de Estructuras de Concreto (Bogotá: Mc GrawHill) chapter 12Norris Ch H, Wilbur J B and Utku S 1979 Análisis Elemental de Estructuras (México: McGraw Hill)American Concrete Institute 2014 Building Code Requirements for Structural Concrete and Commentary 318-14 (United States of America: American Concrete Institute) chapter 8Kontovourkis O, Phocas M C and Katsambas C 2019 Digital to physical development of a reconfigurable modular formwork for concrete casting and assembling of a shell structure J. Automation in Construction 106 102855:1Méndez T, Pigram D, Liew A, Melea T V and Block P 2019 A cable-net and fabric formwork system for the construction of concrete shells: design, fabrication and construction of a full-scale prototype Structures 18 72LICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.ufps.edu.co/bitstream/ufps/1668/2/license.txt2f9959eaf5b71fae44bbf9ec84150c7aMD52open accessTEXTDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures.pdf.txtDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures.pdf.txtExtracted texttext/plain23813https://repositorio.ufps.edu.co/bitstream/ufps/1668/3/Determination%20of%20the%20structural%20efficiency%20of%20quadric%20and%20cylindrical%20surfaces%20when%20used%20as%20reinforced%20concrete%20roof%20structures.pdf.txt06299904ea08d4929f9f6cfa359c4defMD53open accessTHUMBNAILDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures.pdf.jpgDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures.pdf.jpgGenerated Thumbnailimage/jpeg9214https://repositorio.ufps.edu.co/bitstream/ufps/1668/4/Determination%20of%20the%20structural%20efficiency%20of%20quadric%20and%20cylindrical%20surfaces%20when%20used%20as%20reinforced%20concrete%20roof%20structures.pdf.jpg711e17544f5770510de8db7be7e504c5MD54open accessORIGINALDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures.pdfDetermination of the structural efficiency of quadric and cylindrical surfaces when used as reinforced concrete roof structures.pdfapplication/pdf963706https://repositorio.ufps.edu.co/bitstream/ufps/1668/1/Determination%20of%20the%20structural%20efficiency%20of%20quadric%20and%20cylindrical%20surfaces%20when%20used%20as%20reinforced%20concrete%20roof%20structures.pdf1f9dfd27c3df62f56e18d48d1e8c120aMD51open accessufps/1668oai:repositorio.ufps.edu.co:ufps/16682022-05-23 11:00:47.75open 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.
0000-0001-5014-4203eb7be806b36f51db1a072510e2c44d616000000-0002-6022-689144342677dcafcc985af2d690af8fcdc26000000-0002-9193-8349be192efc242d1ba2fa395f6b694d03b8600 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