Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens
Descripción del Articulo
This research was developed under the support of the CONCYTEC with the contract N°109-2017-FONDECYT : “Validación de técnicas de construcción de pircas mediante estudios numérico-experimentales con tecnología desarrollada en Perú”. The authors also thank to the University Grenoble-Alpes and Laborato...
| Autores: | , , , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2021 |
| Institución: | Consejo Nacional de Ciencia Tecnología e Innovación |
| Repositorio: | CONCYTEC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorio.concytec.gob.pe:20.500.12390/3036 |
| Enlace del recurso: | https://hdl.handle.net/20.500.12390/3036 https://doi.org/10.1016/j.engstruct.2021.112875 |
| Nivel de acceso: | acceso abierto |
| Materia: | YADE DEM Earthquake Masonry Numerical modeling Tilting table Walls https://purl.org/pe-repo/ocde/ford#1.01.02 |
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| dc.title.none.fl_str_mv |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| title |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| spellingShingle |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens Santa-Cruz S. YADE DEM Earthquake Masonry Numerical modeling Tilting table Walls https://purl.org/pe-repo/ocde/ford#1.01.02 |
| title_short |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| title_full |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| title_fullStr |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| title_full_unstemmed |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| title_sort |
Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens |
| author |
Santa-Cruz S. |
| author_facet |
Santa-Cruz S. Daudon D. Tarque N. Zanelli C. Alcántara J. |
| author_role |
author |
| author2 |
Daudon D. Tarque N. Zanelli C. Alcántara J. |
| author2_role |
author author author author |
| dc.contributor.author.fl_str_mv |
Santa-Cruz S. Daudon D. Tarque N. Zanelli C. Alcántara J. |
| dc.subject.none.fl_str_mv |
YADE |
| topic |
YADE DEM Earthquake Masonry Numerical modeling Tilting table Walls https://purl.org/pe-repo/ocde/ford#1.01.02 |
| dc.subject.es_PE.fl_str_mv |
DEM Earthquake Masonry Numerical modeling Tilting table Walls |
| dc.subject.ocde.none.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#1.01.02 |
| description |
This research was developed under the support of the CONCYTEC with the contract N°109-2017-FONDECYT : “Validación de técnicas de construcción de pircas mediante estudios numérico-experimentales con tecnología desarrollada en Perú”. The authors also thank to the University Grenoble-Alpes and Laboratory Soils Solids Structures and Risk for the use of 3DEC software during the stay of one of the authors in the laboratory at Grenoble. |
| publishDate |
2021 |
| 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 |
2021 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12390/3036 |
| dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.1016/j.engstruct.2021.112875 |
| dc.identifier.scopus.none.fl_str_mv |
2-s2.0-85111266296 |
| url |
https://hdl.handle.net/20.500.12390/3036 https://doi.org/10.1016/j.engstruct.2021.112875 |
| identifier_str_mv |
2-s2.0-85111266296 |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartof.none.fl_str_mv |
Engineering Structures |
| dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.publisher.none.fl_str_mv |
Elsevier Ltd |
| publisher.none.fl_str_mv |
Elsevier Ltd |
| dc.source.none.fl_str_mv |
reponame:CONCYTEC-Institucional instname:Consejo Nacional de Ciencia Tecnología e Innovación instacron:CONCYTEC |
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Consejo Nacional de Ciencia Tecnología e Innovación |
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CONCYTEC |
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CONCYTEC |
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CONCYTEC-Institucional |
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CONCYTEC-Institucional |
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Repositorio Institucional CONCYTEC |
| repository.mail.fl_str_mv |
repositorio@concytec.gob.pe |
| _version_ |
1839175658524114944 |
| spelling |
Publicationrp05811600rp00920600rp01049600rp00917600rp08687600Santa-Cruz S.Daudon D.Tarque N.Zanelli C.Alcántara J.2024-05-30T23:13:38Z2024-05-30T23:13:38Z2021https://hdl.handle.net/20.500.12390/3036https://doi.org/10.1016/j.engstruct.2021.1128752-s2.0-85111266296This research was developed under the support of the CONCYTEC with the contract N°109-2017-FONDECYT : “Validación de técnicas de construcción de pircas mediante estudios numérico-experimentales con tecnología desarrollada en Perú”. The authors also thank to the University Grenoble-Alpes and Laboratory Soils Solids Structures and Risk for the use of 3DEC software during the stay of one of the authors in the laboratory at Grenoble.The objective of the present work is to study the response of dry stone walls subjected to out-of-plane forces and the influence of block‘s rugosity, joint arrangement, and border conditions. For this purpose, a series of scaled-down experimental tests on a tilting table and 3D numerical modeling using discrete elements, DEM, are proposed. In the numerical model, the applicability of some types of discrete elements is first studied. The preliminary analysis gives us useful information about the effects of the joint disposition and the border conditions in the response. Finally, the sensitivity of the response of the blocks to the parameter's variations is analyzed. The experimental and numerical results show that the DEM method is adequate to simulate the failure mode, the displacement, and the lateral load of stone walls due to out-of-plane lateral loads considering the effect of the irregularity of the blocks, joint arrangement, and border conditions. © 2021 Elsevier LtdConsejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengElsevier LtdEngineering Structuresinfo:eu-repo/semantics/openAccessYADEDEM-1Earthquake-1Masonry-1Numerical modeling-1Tilting table-1Walls-1https://purl.org/pe-repo/ocde/ford#1.01.02-1Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimensinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC20.500.12390/3036oai:repositorio.concytec.gob.pe:20.500.12390/30362024-05-30 16:13:20.544http://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##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="951a5275-8b4c-46a7-996e-19e7ad736fc9"> <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>Out-of-plane analysis of dry-stone walls using a pseudo-static experimental and numerical approach in scaled-down specimens</Title> <PublishedIn> <Publication> <Title>Engineering Structures</Title> </Publication> </PublishedIn> <PublicationDate>2021</PublicationDate> <DOI>https://doi.org/10.1016/j.engstruct.2021.112875</DOI> <SCP-Number>2-s2.0-85111266296</SCP-Number> <Authors> <Author> <DisplayName>Santa-Cruz S.</DisplayName> <Person id="rp05811" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Daudon D.</DisplayName> <Person id="rp00920" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Tarque N.</DisplayName> <Person id="rp01049" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Zanelli C.</DisplayName> <Person id="rp00917" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Alcántara J.</DisplayName> <Person id="rp08687" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>Elsevier Ltd</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>YADE</Keyword> <Keyword>DEM</Keyword> <Keyword>Earthquake</Keyword> <Keyword>Masonry</Keyword> <Keyword>Numerical modeling</Keyword> <Keyword>Tilting table</Keyword> <Keyword>Walls</Keyword> <Abstract>The objective of the present work is to study the response of dry stone walls subjected to out-of-plane forces and the influence of block‘s rugosity, joint arrangement, and border conditions. For this purpose, a series of scaled-down experimental tests on a tilting table and 3D numerical modeling using discrete elements, DEM, are proposed. In the numerical model, the applicability of some types of discrete elements is first studied. The preliminary analysis gives us useful information about the effects of the joint disposition and the border conditions in the response. Finally, the sensitivity of the response of the blocks to the parameter's variations is analyzed. The experimental and numerical results show that the DEM method is adequate to simulate the failure mode, the displacement, and the lateral load of stone walls due to out-of-plane lateral loads considering the effect of the irregularity of the blocks, joint arrangement, and border conditions. © 2021 Elsevier Ltd</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1 |
| score |
13.24362 |
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).
