Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.

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The present research aimed to contribute to seismic vulnerability in buildings of limited ductility walls. For this, fragility curves have been developed in walls of limited ductility of 10 cm of thickness according to the PACT of the P-58 FEMIA. Data were collected from 20 experimental tests carrie...

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Autor: Cotrado Flores, Dina Marlene
Formato: artículo
Fecha de Publicación:2017
Institución:Universidad Privada de Tacna
Repositorio:Revistas - Universidad Privada de Tacna
Lenguaje:español
OAI Identifier:oai:ojs2.172.30.101.191:article/199
Enlace del recurso:https://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/199
Nivel de acceso:acceso abierto
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spelling Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.Elaboración de curvas de fragilidad de muros de ductilidad limitada de 10 cm. de espesor, basados en ensayos experimentales; período 2011 - 2015.Cotrado Flores, Dina MarleneThe present research aimed to contribute to seismic vulnerability in buildings of limited ductility walls. For this, fragility curves have been developed in walls of limited ductility of 10 cm of thickness according to the PACT of the P-58 FEMIA. Data were collected from 20 experimental tests carried out in the structure laboratory of the Peruvian Center for Seismic Investigation and Disaster Mitigation of the National University of Engineering. Fragility curves express the probability that a limited ductility wall will reach or exceed a selected damage state for a given drift or displacement level. From the fragility curves it ¡is possible to observe that the probability of exceeding 50% of damaging state 2 (maximum wall strength) is: 13mm for MDL-CCA1, 16mm for MDL-CCA2, 20mm for MDL- 2mm for MDL-CCA9, 4mm for MDL-CCA5, 4mm for MDL-CCA6, 5mm for MDL-CCA7, 4mm for MDL-CCA8, and 4mm for MDL-CCAS9. It is concluded that the fragility curves developed in this project are a very useful tool for further studies of seismic vulnerability evaluation in buildings of walls of limited ductility of 10 cm thickness.La presente investigación tuvo por finalidad contribuir en el estudio de vulnerabilidad sísmica en edificios de muros de ductilidad limitada. Para ello, se ha elaboró curvas de fragilidad en muros de ductilidad limitada de 10 cm de espesor según PACT del FEMA P-58. Se recopiló información de 20 ensayos experimentales realizados en el laboratorio de estructuras del Centro Peruano Japonés de Investigaciones Sísmicas y Mitigación de Desastres de la Universidad Nacional de Ingeniería. Las curvas de fragilidad expresan la probabilidad de que un muro de ductilidad limitada alcance o exceda un estado de daño seleccionado para un nivel de deriva o desplazamiento dado. De las curvas de fragilidad se puede observar que la probabilidad de exceder el 50% del estado de daño 2 (máxima resistencia del muro) es: 13mm para el MDLCCA1, 16mm para el MDL-CCA2, 20mm para el MDLCCA3, 2mm para el MDL-CCA4, 4mm para el MDLCCA5, 4mm para el MDL-CCA6, 5mm para el MDLCCA7, 4mm para el MDL-CCA8, y 4mm para el MDLCCA9. Se concluye que las curvas de fragilidad desarrollada en este proyecto son una herramienta muy útil para posteriores estudios de evaluación de la vulnerabilidad sísmica en edificios de muros de ductilidad limitada de 10 cm de espesor.Universidad Privada de Tacna2017-07-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/19910.47796/ves.v6i1.199Veritas et Scientia; Vol. 6 Núm. 1 (2017): Veritas et Scientia; pp. 665 - 671Veritas et Scientia; Vol 6 No 1 (2017): Veritas et Scientia; pp. 665 - 6712617-06392307-513910.47796/ves.v6i1reponame:Revistas - Universidad Privada de Tacnainstname:Universidad Privada de Tacnainstacron:UPTspahttps://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/199/183info:eu-repo/semantics/openAccessoai:ojs2.172.30.101.191:article/1992021-07-12T18:03:02Z
dc.title.none.fl_str_mv Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
Elaboración de curvas de fragilidad de muros de ductilidad limitada de 10 cm. de espesor, basados en ensayos experimentales; período 2011 - 2015.
title Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
spellingShingle Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
Cotrado Flores, Dina Marlene
title_short Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
title_full Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
title_fullStr Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
title_full_unstemmed Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
title_sort Elaboration of brittleness curves of walls of limited ductility of 10 cm. thick, based on experimental tests; period 2011 - 2015.
dc.creator.none.fl_str_mv Cotrado Flores, Dina Marlene
author Cotrado Flores, Dina Marlene
author_facet Cotrado Flores, Dina Marlene
author_role author
description The present research aimed to contribute to seismic vulnerability in buildings of limited ductility walls. For this, fragility curves have been developed in walls of limited ductility of 10 cm of thickness according to the PACT of the P-58 FEMIA. Data were collected from 20 experimental tests carried out in the structure laboratory of the Peruvian Center for Seismic Investigation and Disaster Mitigation of the National University of Engineering. Fragility curves express the probability that a limited ductility wall will reach or exceed a selected damage state for a given drift or displacement level. From the fragility curves it ¡is possible to observe that the probability of exceeding 50% of damaging state 2 (maximum wall strength) is: 13mm for MDL-CCA1, 16mm for MDL-CCA2, 20mm for MDL- 2mm for MDL-CCA9, 4mm for MDL-CCA5, 4mm for MDL-CCA6, 5mm for MDL-CCA7, 4mm for MDL-CCA8, and 4mm for MDL-CCAS9. It is concluded that the fragility curves developed in this project are a very useful tool for further studies of seismic vulnerability evaluation in buildings of walls of limited ductility of 10 cm thickness.
publishDate 2017
dc.date.none.fl_str_mv 2017-07-01
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/199
10.47796/ves.v6i1.199
url https://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/199
identifier_str_mv 10.47796/ves.v6i1.199
dc.language.none.fl_str_mv spa
language spa
dc.relation.none.fl_str_mv https://revistas.upt.edu.pe/ojs/index.php/vestsc/article/view/199/183
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidad Privada de Tacna
publisher.none.fl_str_mv Universidad Privada de Tacna
dc.source.none.fl_str_mv Veritas et Scientia; Vol. 6 Núm. 1 (2017): Veritas et Scientia; pp. 665 - 671
Veritas et Scientia; Vol 6 No 1 (2017): Veritas et Scientia; pp. 665 - 671
2617-0639
2307-5139
10.47796/ves.v6i1
reponame:Revistas - Universidad Privada de Tacna
instname:Universidad Privada de Tacna
instacron:UPT
instname_str Universidad Privada de Tacna
instacron_str UPT
institution UPT
reponame_str Revistas - Universidad Privada de Tacna
collection Revistas - Universidad Privada de Tacna
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repository.mail.fl_str_mv
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