Respuesta dinámica de un edificio instrumentado de concreto armado

The overall objective of this study is the analysis of the feasibility of using the ambient noise in determining the dynamic characteristics of existing structures, particularly in urban areas of low or moderate seismic activity but which nevertheless are not exempt from risk because of seismic acti...

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Detalhes bibliográficos
Autor: Espinoza Poves, Danny Josué
Formato: tesis de maestría
Fecha de publicación:2016
País:Perú
Recursos:Consejo Nacional de Ciencia Tecnología e Innovación
Repositorio:CONCYTEC-Institucional
Idioma:español
OAI Identifier:oai:repositorio.concytec.gob.pe:20.500.12390/2054
Acesso em linha:https://hdl.handle.net/20.500.12390/2054
Access Level:acceso abierto
Palavra-chave:Edificios
Construcciones de concreto armado
https://purl.org/pe-repo/ocde/ford#2.01.01
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oai_identifier_str oai:repositorio.concytec.gob.pe:20.500.12390/2054
network_acronym_str PE
network_name_str Perú
repository_id_str
dc.title.none.fl_str_mv Respuesta dinámica de un edificio instrumentado de concreto armado
title Respuesta dinámica de un edificio instrumentado de concreto armado
spellingShingle Respuesta dinámica de un edificio instrumentado de concreto armado
Espinoza Poves, Danny Josué
Edificios
Construcciones de concreto armado
https://purl.org/pe-repo/ocde/ford#2.01.01
title_short Respuesta dinámica de un edificio instrumentado de concreto armado
title_full Respuesta dinámica de un edificio instrumentado de concreto armado
title_fullStr Respuesta dinámica de un edificio instrumentado de concreto armado
title_full_unstemmed Respuesta dinámica de un edificio instrumentado de concreto armado
title_sort Respuesta dinámica de un edificio instrumentado de concreto armado
dc.creator.none.fl_str_mv Espinoza Poves, Danny Josué
author Espinoza Poves, Danny Josué
author_facet Espinoza Poves, Danny Josué
author_role author
dc.subject.none.fl_str_mv Edificios
topic Edificios
Construcciones de concreto armado
https://purl.org/pe-repo/ocde/ford#2.01.01
dc.subject.es_PE.fl_str_mv Construcciones de concreto armado
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.01
description The overall objective of this study is the analysis of the feasibility of using the ambient noise in determining the dynamic characteristics of existing structures, particularly in urban areas of low or moderate seismic activity but which nevertheless are not exempt from risk because of seismic activity. Therefore, it is also an objective of this work to analyze the variation between a mathematical model and the structure once built, evaluating the data to design specific procedures to determine the variation in results of densely populated urban areas. This objective is accomplished through the following tasks: Knowledge and choice of instrumentation. Establishment of specific procedures tailored to the peculiarities of the buildings to be studied. Calibration of the estimation procedures of actual periods in real buildings their field measurement and numerical modeling. Proposal for a specific procedure for urban areas. Evaluation of the reliability and applicability of the empirical formulas in seismic standards and establishment of specific formulas for the cities of San Isidro and Miraflores. The necessary data for the study were obtained with field work, obtaining the records of environmental noise and measuring the height and number of levels of the buildings. Fundamental periods were identified from the Fourier spectra of accelerations at the roof levels of buildings. Uniformity was sought in the type and variability in the parameter to be adjusted. In this way it has been possible to find the fundamental parameters of the period in terms of the number of floors and height. It has been found that the formulas that best fit reinforced concrete buildings are those which relate the fundamental period with the number of floors.
publishDate 2016
dc.date.accessioned.none.fl_str_mv 2024-05-30T23:13:38Z
dc.date.available.none.fl_str_mv 2024-05-30T23:13:38Z
dc.date.issued.fl_str_mv 2016
dc.type.none.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12390/2054
url https://hdl.handle.net/20.500.12390/2054
dc.language.iso.none.fl_str_mv spa
language spa
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.publisher.none.fl_str_mv Universidad Nacional de Ingeniería
publisher.none.fl_str_mv Universidad Nacional de Ingeniería
dc.source.none.fl_str_mv reponame:CONCYTEC-Institucional
instname:Consejo Nacional de Ciencia Tecnología e Innovación
instacron:CONCYTEC
instname_str Consejo Nacional de Ciencia Tecnología e Innovación
instacron_str CONCYTEC
institution CONCYTEC
reponame_str CONCYTEC-Institucional
collection CONCYTEC-Institucional
repository.name.fl_str_mv Repositorio Institucional CONCYTEC
repository.mail.fl_str_mv repositorio@concytec.gob.pe
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spelling Publicationrp050686002024-05-30T23:13:38Z2024-05-30T23:13:38Z2016https://hdl.handle.net/20.500.12390/2054The overall objective of this study is the analysis of the feasibility of using the ambient noise in determining the dynamic characteristics of existing structures, particularly in urban areas of low or moderate seismic activity but which nevertheless are not exempt from risk because of seismic activity. Therefore, it is also an objective of this work to analyze the variation between a mathematical model and the structure once built, evaluating the data to design specific procedures to determine the variation in results of densely populated urban areas. This objective is accomplished through the following tasks: Knowledge and choice of instrumentation. Establishment of specific procedures tailored to the peculiarities of the buildings to be studied. Calibration of the estimation procedures of actual periods in real buildings their field measurement and numerical modeling. Proposal for a specific procedure for urban areas. Evaluation of the reliability and applicability of the empirical formulas in seismic standards and establishment of specific formulas for the cities of San Isidro and Miraflores. The necessary data for the study were obtained with field work, obtaining the records of environmental noise and measuring the height and number of levels of the buildings. Fundamental periods were identified from the Fourier spectra of accelerations at the roof levels of buildings. Uniformity was sought in the type and variability in the parameter to be adjusted. In this way it has been possible to find the fundamental parameters of the period in terms of the number of floors and height. It has been found that the formulas that best fit reinforced concrete buildings are those which relate the fundamental period with the number of floors.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecspaUniversidad Nacional de Ingenieríainfo:eu-repo/semantics/openAccessEdificiosConstrucciones de concreto armado-1https://purl.org/pe-repo/ocde/ford#2.01.01-1Respuesta dinámica de un edificio instrumentado de concreto armadoinfo:eu-repo/semantics/masterThesisreponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTECEspinoza Poves, Danny Josué#PLACEHOLDER_PARENT_METADATA_VALUE#20.500.12390/2054oai:repositorio.concytec.gob.pe:20.500.12390/20542024-05-30 15:41:40.401http://purl.org/coar/access_right/c_14cbinfo:eu-repo/semantics/closedAccessmetadata only accesshttps://repositorio.concytec.gob.peRepositorio Institucional CONCYTECrepositorio@concytec.gob.pe#PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="452fb9fd-232b-4d67-9939-f07b8ab5ef78"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>spa</Language> <Title>Respuesta dinámica de un edificio instrumentado de concreto armado</Title> <PublishedIn> <Publication> </Publication> </PublishedIn> <PublicationDate>2016</PublicationDate> <Authors> <Author> <DisplayName>Espinoza Poves, Danny Josué</DisplayName> <Person id="rp05068" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Universidad Nacional de Ingeniería</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Edificios</Keyword> <Keyword>Construcciones de concreto armado</Keyword> <Abstract>The overall objective of this study is the analysis of the feasibility of using the ambient noise in determining the dynamic characteristics of existing structures, particularly in urban areas of low or moderate seismic activity but which nevertheless are not exempt from risk because of seismic activity. Therefore, it is also an objective of this work to analyze the variation between a mathematical model and the structure once built, evaluating the data to design specific procedures to determine the variation in results of densely populated urban areas. This objective is accomplished through the following tasks: Knowledge and choice of instrumentation. Establishment of specific procedures tailored to the peculiarities of the buildings to be studied. Calibration of the estimation procedures of actual periods in real buildings their field measurement and numerical modeling. Proposal for a specific procedure for urban areas. Evaluation of the reliability and applicability of the empirical formulas in seismic standards and establishment of specific formulas for the cities of San Isidro and Miraflores. The necessary data for the study were obtained with field work, obtaining the records of environmental noise and measuring the height and number of levels of the buildings. Fundamental periods were identified from the Fourier spectra of accelerations at the roof levels of buildings. Uniformity was sought in the type and variability in the parameter to be adjusted. In this way it has been possible to find the fundamental parameters of the period in terms of the number of floors and height. It has been found that the formulas that best fit reinforced concrete buildings are those which relate the fundamental period with the number of floors.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1
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