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...

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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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spelling 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
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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
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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)
instname_str Universidad EAFIT
institution Universidad EAFIT
reponame_str Repositorio Institucional Universidad EAFIT
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