Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls
This research presents results of the structural analytical behavior of diaphragms built with precast slabs supported on reinforced concrete walls. The current analysis approach that some designers propose for this type of construction, supposes the implementation of a rigid diaphragm model provided...
- Autores:
-
Gomez Zabaleta, William
Armenta Polo, Roque
Abudinen, Daniel
Mattos-Rodríguez, Adriana Carolina
Ruiz Tobias, Wilmer
Pérez, Sergio
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2023
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/10498
- Acceso en línea:
- https://hdl.handle.net/11323/10498
https://repositorio.cuc.edu.co/
- Palabra clave:
- Precast slabs
Reinforced concrete walls
Rigid diaphragm
Flexible diaphragm
Chronological analysis
Flexibility indices
- Rights
- openAccess
- License
- Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
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Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| title |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| spellingShingle |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls Precast slabs Reinforced concrete walls Rigid diaphragm Flexible diaphragm Chronological analysis Flexibility indices |
| title_short |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| title_full |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| title_fullStr |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| title_full_unstemmed |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| title_sort |
Analysis of diaphragms stiffness in precast construction supported on reinforced concrete walls |
| dc.creator.fl_str_mv |
Gomez Zabaleta, William Armenta Polo, Roque Abudinen, Daniel Mattos-Rodríguez, Adriana Carolina Ruiz Tobias, Wilmer Pérez, Sergio |
| dc.contributor.author.none.fl_str_mv |
Gomez Zabaleta, William Armenta Polo, Roque Abudinen, Daniel Mattos-Rodríguez, Adriana Carolina Ruiz Tobias, Wilmer Pérez, Sergio |
| dc.subject.proposal.eng.fl_str_mv |
Precast slabs Reinforced concrete walls Rigid diaphragm Flexible diaphragm Chronological analysis Flexibility indices |
| topic |
Precast slabs Reinforced concrete walls Rigid diaphragm Flexible diaphragm Chronological analysis Flexibility indices |
| description |
This research presents results of the structural analytical behavior of diaphragms built with precast slabs supported on reinforced concrete walls. The current analysis approach that some designers propose for this type of construction, supposes the implementation of a rigid diaphragm model provided by the slab connections, stipulated in the construction regulations. However, given the loss of continuity between the slab panels in these prefabricated systems and the adoption of spaced connections, some differential displacements are released inside these diaphragms, which leads to a loss of their rigidity and changes in the behavior of the structural seismic resistance system. Two buildings were analyzed in this research, whose geometric characteristics were: length/width ratio of 1.5 and 2; with 5 stories high. The modeled structural system was reinforced concrete walls and the diaphragm consisted of precast slab panels hoisted in situ, joined by spaced connections. A chronological-spatial analysis was performed with acceleration records of scaled earthquakes; with the purpose of evaluating the behavior of the structure and checking the floor displacements throughout the building. With calculated displacement at various points of the diaphragm, flexibility indices and floor accelerations were determined. From these results, it was possible to establish whether the behavior of these diaphragms is rigid or flexible. |
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2023 |
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2023-09-18T16:18:42Z |
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2023-09-18T16:18:42Z |
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2023 |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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William Gomez Zabaleta , Roque Armenta Polo , Daniel Abudinen , Adriana Mattos-Rodríguez , Wilmer Ruiz Tobias , Sergio Perez , "Analysis of Diaphragms Stiffness in Precast Construction supported on Reinforced Concrete Walls," Civil Engineering and Architecture, Vol. 11, No. 3, pp. 1589 - 1605, 2023. DOI: 10.13189/cea.2023.110338. |
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2332-1091 |
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https://hdl.handle.net/11323/10498 |
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10.13189/cea.2023.110338 |
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2332-1121 |
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Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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William Gomez Zabaleta , Roque Armenta Polo , Daniel Abudinen , Adriana Mattos-Rodríguez , Wilmer Ruiz Tobias , Sergio Perez , "Analysis of Diaphragms Stiffness in Precast Construction supported on Reinforced Concrete Walls," Civil Engineering and Architecture, Vol. 11, No. 3, pp. 1589 - 1605, 2023. DOI: 10.13189/cea.2023.110338. 2332-1091 10.13189/cea.2023.110338 2332-1121 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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https://hdl.handle.net/11323/10498 https://repositorio.cuc.edu.co/ |
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eng |
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eng |
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Civil Engineering and Architecture |
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[1] Guanlao C. K. M., Estores G. B., “Seismic Pushover Analysis of Global Emulative Response of Precast Reinforced Concrete Frames with Dextra Groutec Couplers,” Civil Engineering and Architecture, vol. 10, no. 7, pp. 3264–3289, Dec. 2022, DOI: 10.13189/cea.2022.100736. [2] Elliott K. S., Precast Concrete Structures. Taylor & Francis, CRC Press, 2017. [3] ACI Committee 533, ACI PRC-533-11 (Reapproved 2021) Guide for Precast Concrete Wall Panels. 2012. [4] Negro P., Toniolo G., Design Guidelines for Connections of Precast Structures under Seismic Actions. 2012. DOI: 10.2777/37605. [5] Armenta Polo R. A., “Revisión de las provisiones existentes para diafragmas en construcción prefabricada a partir del reglamento NSR-10,” Escuela Colombiana de Ingeniería Julio Garavito, 2016. [6] ASCE and SEI, ASCE standard ASCE/SEI 7-10 : American Society of Civil Engineers: Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers, 2013. DOI: 10.1061/9780784412916. [7] Tena-Colunga A., Portillo K., Juárez-Luna G., “Evaluación de la flexibilidad elástica de sistemas de piso utilizados en edificios urbanos,” Revista de Ingeniería Sísmica, vol. 89, pp. 135–166, Dec. 2013, DOI: 10.18867/ris.89.167. [8] Massarelli R., Franquet J.-E., Shrestha K., Tremblay R., Rogers C. A., “Seismic testing and retrofit of steel deck roof diaphragms for building structures,” Thin-Walled Structures, vol. 61, pp. 239–247, Dec. 2012, DOI: 10.1016/j.tws.2012.05.013. [9] D’Arenzo G., Casagrande D., Seim W., Rigid or flexible? A numerical investigation on the in-plane behaviour of CLT floor diaphragms. 2021. [10] Ávila F., Dechent P., Opazo A., “Seismic behaviour evaluation of CLT horizontal diaphragms on hybrid buildings with reinforced concrete shear walls,” Engineering Structures, vol. 244, p. 112698, Oct. 2021, DOI: 10.1016/j.engstruct.2021.112698. [11] Pérez Barrera H. J., “Revision de las provisiones de diseño para diafragmas flexibles y semi-rigidos a partir del reglamento NSR-10,” Escuela Colombiana de Ingeniería, Bogotá, 2012. [12] ASCE and SEI, ASCE standard ASCE/SEI 7-16 : American Society of Civil Engineers: Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers, 2017. DOI: 10.1061/9780784414248. [13] García Reyes L. E., Dinámica estructural aplicada al diseño sísmico. Universidad De Los Andes, 1998. [14] Bazán E., Zurita E. B., Meli R., Diseño sísmico de edificios. Editorial Limusa S.A. De C.V., 2002. [15] Li H., Zhou W., “Diaphragm effectiveness of multistory precast parking structures with floor-to-floor mechanical connectors,” Structural Concrete, 2022, DOI: 10.1002/suco.202200384. [16] Ministerio de Ambiente, Vivienda y Desarrollo Territorial, NSR-10, Reglamento Colombiano de Construcción Sismo Resistente. Colombia, 2010. [17] Pan W., Wang Z., Zhang Y., “Novel discrete diaphragm system of concrete high-rise modular buildings,” Journal of Building Engineering, vol. 51, p. 104342, Jul. 2022, DOI: 10.1016/j.jobe.2022.104342. [18] Wang Z., Pan W., Zhang Y., “Parametric study on module wall-core system of concrete modular high-rises considering the influence of vertical inter-module connections,” Engineering Structures, vol. 241, p. 112436, Aug. 2021, DOI: 10.1016/j.engstruct.2021.112436. [19] De Stefani L., Scotta R., “Seismic Behavior of Precast Buildings With Dissipative Connections,” Frontiers in Built Environment, vol. 7, 2021, DOI:10.3389/fbuil.2021.63977 7. [20] Fleischman R. B., Farrow K. T., “Dynamic behavior of perimeter lateral-system structures with flexible diaphragms,” Earthquake Engineering & Structural Dynamics, vol. 30, no. 5, pp. 745–763, 2001, DOI: 10.1002/eqe.36. [21] PCI Committee on Precast Concrete Bearing Wall Buildings, “Considerations for the Design of Precast Concrete Bearing Wall Buildings to Withstand Abnormal Loads,” PCI Journal, vol. 16, no. 22, pp. 18–51, 1976. [22] ACI Committee 318, ACI 318S-14: Requisitos de Reglamento para Concreto Estructural e ACI 318RS-14 Comentario de Requisitos de Reglamento para Concreto Estructural. 2014. [23] Computers & Structures, Inc., “CSI Analysis Reference Manual.” 2016. [24] Zhang D., Fleischman R. B., Schoettler M. J., Restrepo J. I., Mielke M., “Precast Diaphragm Response in Half-Scale Shake Table Test,” Journal of Structural Engineering, vol. 145, no. 5, p. 04019024, May 2019, DOI: 10.1061/(ASCE)ST.1943-541X.0002304. |
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© 2013-2023 Horizon Research Publishing. All rights reserved. |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) |
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Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)© 2013-2023 Horizon Research Publishing. All rights reserved.https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Gomez Zabaleta, WilliamArmenta Polo, RoqueAbudinen, DanielMattos-Rodríguez, Adriana CarolinaRuiz Tobias, WilmerPérez, Sergio2023-09-18T16:18:42Z2023-09-18T16:18:42Z2023William Gomez Zabaleta , Roque Armenta Polo , Daniel Abudinen , Adriana Mattos-Rodríguez , Wilmer Ruiz Tobias , Sergio Perez , "Analysis of Diaphragms Stiffness in Precast Construction supported on Reinforced Concrete Walls," Civil Engineering and Architecture, Vol. 11, No. 3, pp. 1589 - 1605, 2023. DOI: 10.13189/cea.2023.110338.2332-1091https://hdl.handle.net/11323/1049810.13189/cea.2023.1103382332-1121Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/This research presents results of the structural analytical behavior of diaphragms built with precast slabs supported on reinforced concrete walls. The current analysis approach that some designers propose for this type of construction, supposes the implementation of a rigid diaphragm model provided by the slab connections, stipulated in the construction regulations. However, given the loss of continuity between the slab panels in these prefabricated systems and the adoption of spaced connections, some differential displacements are released inside these diaphragms, which leads to a loss of their rigidity and changes in the behavior of the structural seismic resistance system. Two buildings were analyzed in this research, whose geometric characteristics were: length/width ratio of 1.5 and 2; with 5 stories high. The modeled structural system was reinforced concrete walls and the diaphragm consisted of precast slab panels hoisted in situ, joined by spaced connections. A chronological-spatial analysis was performed with acceleration records of scaled earthquakes; with the purpose of evaluating the behavior of the structure and checking the floor displacements throughout the building. With calculated displacement at various points of the diaphragm, flexibility indices and floor accelerations were determined. From these results, it was possible to establish whether the behavior of these diaphragms is rigid or flexible.17 páginasapplication/pdfengHorizon Research PublishingUnited Stateshttps://www.hrpub.org/journals/article_info.php?aid=13044Analysis of diaphragms stiffness in precast construction supported on reinforced concrete wallsArtículo de revistahttp://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_970fb48d4fbd8a85Civil Engineering and Architecture[1] Guanlao C. K. M., Estores G. B., “Seismic Pushover Analysis of Global Emulative Response of Precast Reinforced Concrete Frames with Dextra Groutec Couplers,” Civil Engineering and Architecture, vol. 10, no. 7, pp. 3264–3289, Dec. 2022, DOI: 10.13189/cea.2022.100736.[2] Elliott K. S., Precast Concrete Structures. Taylor & Francis, CRC Press, 2017.[3] ACI Committee 533, ACI PRC-533-11 (Reapproved 2021) Guide for Precast Concrete Wall Panels. 2012.[4] Negro P., Toniolo G., Design Guidelines for Connections of Precast Structures under Seismic Actions. 2012. DOI: 10.2777/37605.[5] Armenta Polo R. A., “Revisión de las provisiones existentes para diafragmas en construcción prefabricada a partir del reglamento NSR-10,” Escuela Colombiana de Ingeniería Julio Garavito, 2016.[6] ASCE and SEI, ASCE standard ASCE/SEI 7-10 : American Society of Civil Engineers: Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers, 2013. DOI: 10.1061/9780784412916.[7] Tena-Colunga A., Portillo K., Juárez-Luna G., “Evaluación de la flexibilidad elástica de sistemas de piso utilizados en edificios urbanos,” Revista de Ingeniería Sísmica, vol. 89, pp. 135–166, Dec. 2013, DOI: 10.18867/ris.89.167.[8] Massarelli R., Franquet J.-E., Shrestha K., Tremblay R., Rogers C. A., “Seismic testing and retrofit of steel deck roof diaphragms for building structures,” Thin-Walled Structures, vol. 61, pp. 239–247, Dec. 2012, DOI: 10.1016/j.tws.2012.05.013.[9] D’Arenzo G., Casagrande D., Seim W., Rigid or flexible? A numerical investigation on the in-plane behaviour of CLT floor diaphragms. 2021.[10] Ávila F., Dechent P., Opazo A., “Seismic behaviour evaluation of CLT horizontal diaphragms on hybrid buildings with reinforced concrete shear walls,” Engineering Structures, vol. 244, p. 112698, Oct. 2021, DOI: 10.1016/j.engstruct.2021.112698.[11] Pérez Barrera H. J., “Revision de las provisiones de diseño para diafragmas flexibles y semi-rigidos a partir del reglamento NSR-10,” Escuela Colombiana de Ingeniería, Bogotá, 2012.[12] ASCE and SEI, ASCE standard ASCE/SEI 7-16 : American Society of Civil Engineers: Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers, 2017. DOI: 10.1061/9780784414248.[13] García Reyes L. E., Dinámica estructural aplicada al diseño sísmico. Universidad De Los Andes, 1998.[14] Bazán E., Zurita E. B., Meli R., Diseño sísmico de edificios. Editorial Limusa S.A. De C.V., 2002.[15] Li H., Zhou W., “Diaphragm effectiveness of multistory precast parking structures with floor-to-floor mechanical connectors,” Structural Concrete, 2022, DOI: 10.1002/suco.202200384.[16] Ministerio de Ambiente, Vivienda y Desarrollo Territorial, NSR-10, Reglamento Colombiano de Construcción Sismo Resistente. Colombia, 2010.[17] Pan W., Wang Z., Zhang Y., “Novel discrete diaphragm system of concrete high-rise modular buildings,” Journal of Building Engineering, vol. 51, p. 104342, Jul. 2022, DOI: 10.1016/j.jobe.2022.104342.[18] Wang Z., Pan W., Zhang Y., “Parametric study on module wall-core system of concrete modular high-rises considering the influence of vertical inter-module connections,” Engineering Structures, vol. 241, p. 112436, Aug. 2021, DOI: 10.1016/j.engstruct.2021.112436.[19] De Stefani L., Scotta R., “Seismic Behavior of Precast Buildings With Dissipative Connections,” Frontiers in Built Environment, vol. 7, 2021, DOI:10.3389/fbuil.2021.63977 7.[20] Fleischman R. B., Farrow K. T., “Dynamic behavior of perimeter lateral-system structures with flexible diaphragms,” Earthquake Engineering & Structural Dynamics, vol. 30, no. 5, pp. 745–763, 2001, DOI: 10.1002/eqe.36.[21] PCI Committee on Precast Concrete Bearing Wall Buildings, “Considerations for the Design of Precast Concrete Bearing Wall Buildings to Withstand Abnormal Loads,” PCI Journal, vol. 16, no. 22, pp. 18–51, 1976.[22] ACI Committee 318, ACI 318S-14: Requisitos de Reglamento para Concreto Estructural e ACI 318RS-14 Comentario de Requisitos de Reglamento para Concreto Estructural. 2014.[23] Computers & Structures, Inc., “CSI Analysis Reference Manual.” 2016.[24] Zhang D., Fleischman R. B., Schoettler M. J., Restrepo J. I., Mielke M., “Precast Diaphragm Response in Half-Scale Shake Table Test,” Journal of Structural Engineering, vol. 145, no. 5, p. 04019024, May 2019, DOI: 10.1061/(ASCE)ST.1943-541X.0002304.16051589311Precast slabsReinforced concrete wallsRigid diaphragmFlexible diaphragmChronological analysisFlexibility indicesPublicationORIGINALAnalysis of Diaphragms Stiffness in Precast.pdfAnalysis of Diaphragms Stiffness in Precast.pdfArtículoapplication/pdf1221571https://repositorio.cuc.edu.co/bitstreams/b59702de-7101-4e85-aa6a-0e413b755822/download1cb99037a1279465a2e882a929e4f2feMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-814828https://repositorio.cuc.edu.co/bitstreams/192301c8-1aea-4f2f-ba7e-4c9024d86a82/download2f9959eaf5b71fae44bbf9ec84150c7aMD52TEXTAnalysis of Diaphragms Stiffness in Precast.pdf.txtAnalysis of Diaphragms Stiffness in Precast.pdf.txtExtracted texttext/plain40389https://repositorio.cuc.edu.co/bitstreams/8f3dff7f-0bff-4b07-92cd-55e384e013f6/downloadca7919b73af0d1e677d5e9943c676011MD53THUMBNAILAnalysis of Diaphragms Stiffness in Precast.pdf.jpgAnalysis of Diaphragms Stiffness in Precast.pdf.jpgGenerated Thumbnailimage/jpeg17366https://repositorio.cuc.edu.co/bitstreams/3af0cc48-33f8-48b9-8787-9cee61ff96e4/download287bd77ccb845c9b4090f7ddf45de5c8MD5411323/10498oai:repositorio.cuc.edu.co:11323/104982024-09-17 14:24:50.491https://creativecommons.org/licenses/by-nc-nd/4.0/© 2013-2023 Horizon Research Publishing. All rights reserved.open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa 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ada 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.
 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