Dynamics in systems of pipes with different movements in its ends
This document proposes a method of dynamic analysis of pipe systems with different movements at the ends. This methodology takes the response spectrum corresponding to each of the supports, and compared with the simple response method, which uses an envelope in the response spectra of the different...
- Autores:
-
Luévanos-Rojas, Arnulfo
- Tipo de recurso:
- Fecha de publicación:
- 2010
- Institución:
- Universidad EAFIT
- Repositorio:
- Repositorio EAFIT
- Idioma:
- spa
- OAI Identifier:
- oai:repository.eafit.edu.co:10784/14484
- Acceso en línea:
- http://hdl.handle.net/10784/14484
- Palabra clave:
- Influence Matrix
Modal Analysis
Spectral Analysis
Characteristic Values And Vectors
Modal Participation Factor
Spectral Acceleration And Maximum Normal Coordinate Vector
Matriz De Influencia
Análisis Modal
Análisis Espectral
Valores Y Vectores Característicos
Factor De Participación Modal
Aceleración Espectral
Vector De Coordenadas Normales Máximas
- Rights
- License
- Copyright (c) 2010 Arnulfo Luévanos-Rojas
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Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees2010-12-012019-11-22T19:01:24Z2010-12-012019-11-22T19:01:24Z2256-43141794-9165http://hdl.handle.net/10784/14484This document proposes a method of dynamic analysis of pipe systems with different movements at the ends. This methodology takes the response spectrum corresponding to each of the supports, and compared with the simple response method, which uses an envelope in the response spectra of the different supports that is the classic one, in the latter they are not conservative, as It can be seen in the results table of the problem considered. Therefore, the usual practice of considering the spectrum envelope will not be a recommended solution. The use of the consistent or distributed masses is also proposed, and not the discrete or concentrated ones, as is usually done, and also more closely attached to reality.En este documento se propone un método de análisis dinámico de sistemas de tuberías con movimientos diferentes en los extremos. Esta metodología toma el espectro de respuesta correspondiente a cada uno de los apoyos, y comparado con el método de respuesta simple, que utiliza una envolvente en los espectros de respuesta de los diferentes apoyos que es el clásico, en este último no son conservadores, como se puede notar en la tabla de resultados del problema considerado. Por lo tanto, la práctica usual de considerar la envolvente de espectros no será una solución recomendable. También se propone el empleo de las masas consistentes o distribuidas, y no las discretas o concentradas, como normalmente se hace, y además se apega más a la realidad.application/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/336http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/336Copyright (c) 2010 Arnulfo Luévanos-RojasAcceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia; Vol 6, No 12 (2010)Dynamics in systems of pipes with different movements in its endsDinámica en sistemas de tuberías con movimientos diferentes en sus extremosarticleinfo:eu-repo/semantics/articlepublishedVersioninfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Influence MatrixModal AnalysisSpectral AnalysisCharacteristic Values And VectorsModal Participation FactorSpectral Acceleration And Maximum Normal Coordinate VectorMatriz De InfluenciaAnálisis ModalAnálisis EspectralValores Y Vectores CaracterísticosFactor De Participación ModalAceleración EspectralVector De Coordenadas Normales MáximasLuévanos-Rojas, ArnulfoProfesor–investigador, Universidad Juárez del Estado de Durango, Victoria de Durango–MéxicoIngeniería y Ciencia612117144ing.cienc.ORIGINAL6.pdf6.pdfTexto completo PDFapplication/pdf336238https://repository.eafit.edu.co/bitstreams/3b034a05-32f5-4d76-b80f-1c7f9591ae9a/downloade8a000caf0b8496660567249ea10a36aMD52articulo.htmlarticulo.htmlTexto completo HTMLtext/html373https://repository.eafit.edu.co/bitstreams/d53dadad-c323-41af-a5bd-c08a9ec1c800/download2e7326b09a63cef30bbe685b148f0258MD53THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/f4f265d5-6b04-4906-be18-a7b7e1001c0e/downloadda9b21a5c7e00c7f1127cef8e97035e0MD5110784/14484oai:repository.eafit.edu.co:10784/144842021-12-09 14:45:51.257open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co |
dc.title.eng.fl_str_mv |
Dynamics in systems of pipes with different movements in its ends |
dc.title.spa.fl_str_mv |
Dinámica en sistemas de tuberías con movimientos diferentes en sus extremos |
title |
Dynamics in systems of pipes with different movements in its ends |
spellingShingle |
Dynamics in systems of pipes with different movements in its ends Influence Matrix Modal Analysis Spectral Analysis Characteristic Values And Vectors Modal Participation Factor Spectral Acceleration And Maximum Normal Coordinate Vector Matriz De Influencia Análisis Modal Análisis Espectral Valores Y Vectores Característicos Factor De Participación Modal Aceleración Espectral Vector De Coordenadas Normales Máximas |
title_short |
Dynamics in systems of pipes with different movements in its ends |
title_full |
Dynamics in systems of pipes with different movements in its ends |
title_fullStr |
Dynamics in systems of pipes with different movements in its ends |
title_full_unstemmed |
Dynamics in systems of pipes with different movements in its ends |
title_sort |
Dynamics in systems of pipes with different movements in its ends |
dc.creator.fl_str_mv |
Luévanos-Rojas, Arnulfo |
dc.contributor.author.spa.fl_str_mv |
Luévanos-Rojas, Arnulfo |
dc.contributor.affiliation.spa.fl_str_mv |
Profesor–investigador, Universidad Juárez del Estado de Durango, Victoria de Durango–México |
dc.subject.keyword.eng.fl_str_mv |
Influence Matrix Modal Analysis Spectral Analysis Characteristic Values And Vectors Modal Participation Factor Spectral Acceleration And Maximum Normal Coordinate Vector |
topic |
Influence Matrix Modal Analysis Spectral Analysis Characteristic Values And Vectors Modal Participation Factor Spectral Acceleration And Maximum Normal Coordinate Vector Matriz De Influencia Análisis Modal Análisis Espectral Valores Y Vectores Característicos Factor De Participación Modal Aceleración Espectral Vector De Coordenadas Normales Máximas |
dc.subject.keyword.spa.fl_str_mv |
Matriz De Influencia Análisis Modal Análisis Espectral Valores Y Vectores Característicos Factor De Participación Modal Aceleración Espectral Vector De Coordenadas Normales Máximas |
description |
This document proposes a method of dynamic analysis of pipe systems with different movements at the ends. This methodology takes the response spectrum corresponding to each of the supports, and compared with the simple response method, which uses an envelope in the response spectra of the different supports that is the classic one, in the latter they are not conservative, as It can be seen in the results table of the problem considered. Therefore, the usual practice of considering the spectrum envelope will not be a recommended solution. The use of the consistent or distributed masses is also proposed, and not the discrete or concentrated ones, as is usually done, and also more closely attached to reality. |
publishDate |
2010 |
dc.date.issued.none.fl_str_mv |
2010-12-01 |
dc.date.available.none.fl_str_mv |
2019-11-22T19:01:24Z |
dc.date.accessioned.none.fl_str_mv |
2019-11-22T19:01:24Z |
dc.date.none.fl_str_mv |
2010-12-01 |
dc.type.eng.fl_str_mv |
article info:eu-repo/semantics/article publishedVersion info:eu-repo/semantics/publishedVersion |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.local.spa.fl_str_mv |
Artículo |
status_str |
publishedVersion |
dc.identifier.issn.none.fl_str_mv |
2256-4314 1794-9165 |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/10784/14484 |
identifier_str_mv |
2256-4314 1794-9165 |
url |
http://hdl.handle.net/10784/14484 |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.isversionof.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/336 |
dc.relation.uri.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/336 |
dc.rights.eng.fl_str_mv |
Copyright (c) 2010 Arnulfo Luévanos-Rojas |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.local.spa.fl_str_mv |
Acceso abierto |
rights_invalid_str_mv |
Copyright (c) 2010 Arnulfo Luévanos-Rojas Acceso abierto http://purl.org/coar/access_right/c_abf2 |
dc.format.none.fl_str_mv |
application/pdf |
dc.coverage.spatial.eng.fl_str_mv |
Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees |
dc.publisher.spa.fl_str_mv |
Universidad EAFIT |
dc.source.none.fl_str_mv |
instname:Universidad EAFIT reponame:Repositorio Institucional Universidad EAFIT |
dc.source.spa.fl_str_mv |
Ingeniería y Ciencia; Vol 6, No 12 (2010) |
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Universidad EAFIT |
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Universidad EAFIT |
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Repositorio Institucional Universidad EAFIT |
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