Development of fragility curves for confined masonry buildings in Lima, Peru
Descripción del Articulo
The authors wish to express their gratitude to the Pontifical Catholic University of Peru (PUCP), to the National Council of Science, Technology and Technological Innovation (CONCYTEC) in the framework of the 027-2015-FONDECYT agreement, and to the Global Earthquake Model (GEM). To all these institu...
| Autores: | , , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2018 |
| Institución: | Consejo Nacional de Ciencia Tecnología e Innovación |
| Repositorio: | CONCYTEC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorio.concytec.gob.pe:20.500.12390/571 |
| Enlace del recurso: | https://hdl.handle.net/20.500.12390/571 https://doi.org/10.1193/090517EQS174M |
| Nivel de acceso: | acceso abierto |
| Materia: | Structural response Masonry materials Collapse probabilities Displacement-Based Earthquake scenario Geometric properties Seismic fragility Earthquakes https://purl.org/pe-repo/ocde/ford#2.01.01 |
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CONC |
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CONCYTEC-Institucional |
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4689 |
| dc.title.none.fl_str_mv |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| title |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| spellingShingle |
Development of fragility curves for confined masonry buildings in Lima, Peru Lovon H. Structural response Masonry materials Collapse probabilities Displacement-Based Earthquake scenario Geometric properties Seismic fragility Earthquakes https://purl.org/pe-repo/ocde/ford#2.01.01 |
| title_short |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| title_full |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| title_fullStr |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| title_full_unstemmed |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| title_sort |
Development of fragility curves for confined masonry buildings in Lima, Peru |
| author |
Lovon H. |
| author_facet |
Lovon H. Tarque N. Silva V. Yepes-Estrada C. |
| author_role |
author |
| author2 |
Tarque N. Silva V. Yepes-Estrada C. |
| author2_role |
author author author |
| dc.contributor.author.fl_str_mv |
Lovon H. Tarque N. Silva V. Yepes-Estrada C. |
| dc.subject.none.fl_str_mv |
Structural response |
| topic |
Structural response Masonry materials Collapse probabilities Displacement-Based Earthquake scenario Geometric properties Seismic fragility Earthquakes https://purl.org/pe-repo/ocde/ford#2.01.01 |
| dc.subject.es_PE.fl_str_mv |
Masonry materials Collapse probabilities Displacement-Based Earthquake scenario Geometric properties Seismic fragility Earthquakes |
| dc.subject.ocde.none.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#2.01.01 |
| description |
The authors wish to express their gratitude to the Pontifical Catholic University of Peru (PUCP), to the National Council of Science, Technology and Technological Innovation (CONCYTEC) in the framework of the 027-2015-FONDECYT agreement, and to the Global Earthquake Model (GEM). To all these institutions for the financial aid, without this work could not have achieved. Also, the authors appreciate the support and guidance of Dr. Marcial Blondet, who provided the results of the buildings’ surveys. |
| publishDate |
2018 |
| 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 |
2018 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12390/571 |
| dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.1193/090517EQS174M |
| dc.identifier.scopus.none.fl_str_mv |
2-s2.0-85055766252 |
| url |
https://hdl.handle.net/20.500.12390/571 https://doi.org/10.1193/090517EQS174M |
| identifier_str_mv |
2-s2.0-85055766252 |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartof.none.fl_str_mv |
Earthquake Spectra |
| dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.publisher.none.fl_str_mv |
Earthquake Engineering Research Institute |
| publisher.none.fl_str_mv |
Earthquake Engineering Research Institute |
| 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 |
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CONCYTEC-Institucional |
| collection |
CONCYTEC-Institucional |
| repository.name.fl_str_mv |
Repositorio Institucional CONCYTEC |
| repository.mail.fl_str_mv |
repositorio@concytec.gob.pe |
| _version_ |
1839175452272361472 |
| spelling |
Publicationrp01050600rp01049600rp01051600rp01048600Lovon H.Tarque N.Silva V.Yepes-Estrada C.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2018https://hdl.handle.net/20.500.12390/571https://doi.org/10.1193/090517EQS174M2-s2.0-85055766252The authors wish to express their gratitude to the Pontifical Catholic University of Peru (PUCP), to the National Council of Science, Technology and Technological Innovation (CONCYTEC) in the framework of the 027-2015-FONDECYT agreement, and to the Global Earthquake Model (GEM). To all these institutions for the financial aid, without this work could not have achieved. Also, the authors appreciate the support and guidance of Dr. Marcial Blondet, who provided the results of the buildings’ surveys.This paper aims at investigating the seismic fragility of confined masonry (CM) structures in Lima, Peru, which can be used to perform earthquake scenarios at urban scale. A database describing the geometric properties (walls density, building area, height) of this type of structure was developed using data from field surveys. This information was complemented with results from experimental tests to compute a large set of capacity curves using a mechanical procedure. These models were tested against a set of ground motion records using the displacement-based earthquake loss assessment (DBELA) procedure, and the structural responses were used to derive fragility functions for four building classes. The resulting fragility curves were convoluted with seismic hazard curves to evaluate the annualized expected loss ratio and annual collapse probability.Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengEarthquake Engineering Research InstituteEarthquake Spectrainfo:eu-repo/semantics/openAccessStructural responseMasonry materials-1Collapse probabilities-1Displacement-Based-1Earthquake scenario-1Geometric properties-1Seismic fragility-1Earthquakes-1https://purl.org/pe-repo/ocde/ford#2.01.01-1Development of fragility curves for confined masonry buildings in Lima, Peruinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#20.500.12390/571oai:repositorio.concytec.gob.pe:20.500.12390/5712024-05-30 15:35:46.126http://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##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="1ed9abb5-db31-40f8-81af-c782126f3399"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>eng</Language> <Title>Development of fragility curves for confined masonry buildings in Lima, Peru</Title> <PublishedIn> <Publication> <Title>Earthquake Spectra</Title> </Publication> </PublishedIn> <PublicationDate>2018</PublicationDate> <DOI>https://doi.org/10.1193/090517EQS174M</DOI> <SCP-Number>2-s2.0-85055766252</SCP-Number> <Authors> <Author> <DisplayName>Lovon H.</DisplayName> <Person id="rp01050" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Tarque N.</DisplayName> <Person id="rp01049" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Silva V.</DisplayName> <Person id="rp01051" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Yepes-Estrada C.</DisplayName> <Person id="rp01048" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Earthquake Engineering Research Institute</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Structural response</Keyword> <Keyword>Masonry materials</Keyword> <Keyword>Collapse probabilities</Keyword> <Keyword>Displacement-Based</Keyword> <Keyword>Earthquake scenario</Keyword> <Keyword>Geometric properties</Keyword> <Keyword>Seismic fragility</Keyword> <Keyword>Earthquakes</Keyword> <Abstract>This paper aims at investigating the seismic fragility of confined masonry (CM) structures in Lima, Peru, which can be used to perform earthquake scenarios at urban scale. A database describing the geometric properties (walls density, building area, height) of this type of structure was developed using data from field surveys. This information was complemented with results from experimental tests to compute a large set of capacity curves using a mechanical procedure. These models were tested against a set of ground motion records using the displacement-based earthquake loss assessment (DBELA) procedure, and the structural responses were used to derive fragility functions for four building classes. The resulting fragility curves were convoluted with seismic hazard curves to evaluate the annualized expected loss ratio and annual collapse probability.</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1 |
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13.448654 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
