Logo do repositório
 
Publicação

Simple design of masonry infilled reinforced concrete frames for earthquake resistance

2018Artigo científico Acesso restrito
Ver registo simples
dc.contributor.authorKalman Šipoš, Tanja
dc.contributor.authorRodrigues, Hugo
dc.contributor.authorGrubišić, Marin
dc.date.accessioned2019-10-03T11:11:01Z
dc.date.available2019-10-03T11:11:01Z
dc.date.issued2018
dc.description.abstractThe extensive use of reinforced concrete frames with masonry infill and national and European regulations, which often neglect the influence of infill, has been identified as a field of research. The reliability of a numerical model with an equivalent diagonal for the parametric analysis of model buildings was tested using various experiments with one-story, one-bay and multi-storey, multi-bay infilled frames. Variability of parameters was simplified by classifying components based on material strength (masonry infill) and the coefficients of longitudinal reinforcement (reinforced concrete frame). The number of storeys, area ratio of infilled frame area in relation to the floor area (ρ), and the variability of ground acceleration as a measure of earthquake loading were investigated. The results show increased contribution to damage with increased number of storeys, decreased compressive strength of masonry infill, reduced longitudinal reinforcement ratio of columns, reduced area ratio, and increased peak ground acceleration (PGA) value. In the numerical model, area ratio ρ was observed to have significant importance and thus the minimum value of area ratio was defined. The study resulted in method, which enables simple design of infilled frames. Based on the classification (masonry infill, peak ground acceleration, number of storeys) minimum infilled frame area ratio can be determined and according to calculation of real area ratio for observed building can be compared in order to infilled frame building achieve acceptable behaviour under possible earthquake event.pt_PT
dc.description.versioninfo:eu-repo/semantics/publishedVersionpt_PT
dc.identifier.citationKalman Šipoš, Tanja & Rodrigues, Hugo & Grubišić, Marin (2018). Simple Design of Masonry Infilled Reinforced Concrete Frames for Earthquake Resistance. Engineering Structures. 10.1016/j.engstruct.2018.02.072pt_PT
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2018.02.072
dc.identifier.issn0141-0296
dc.identifier.urihttp://hdl.handle.net/10400.8/4154
dc.language.isoengpt_PT
dc.peerreviewedyespt_PT
dc.publisherElsevier Ltdpt_PT
dc.relation149-1492966-1536pt_PT
dc.relationHRZZ-IP–2013-11–3013pt_PT
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S014102961731814Xpt_PT
dc.subjectDesignpt_PT
dc.subjectInfilled framespt_PT
dc.subjectSimplept_PT
dc.subjectEarthquakept_PT
dc.subjectDamage levelpt_PT
dc.titleSimple design of masonry infilled reinforced concrete frames for earthquake resistancept_PT
dc.typejournal article
dspace.entity.typePublication
oaire.citation.conferencePlaceUnited Kingdompt_PT
oaire.citation.endPage981pt_PT
oaire.citation.startPage961pt_PT
oaire.citation.titleEngineering Structurespt_PT
oaire.citation.volume171pt_PT
person.familyNamePinheiro Rodrigues
person.givenNameHugo Filipe
person.identifierE-5195-2010
person.identifier.ciencia-idB610-29E9-0E49
person.identifier.orcid0000-0003-1373-4540
person.identifier.scopus-author-id23019838500
rcaap.rightsclosedAccesspt_PT
rcaap.typearticlept_PT
relation.isAuthorOfPublicationa461f4ce-a879-4898-99ec-2fa09e1cfb46
relation.isAuthorOfPublication.latestForDiscoverya461f4ce-a879-4898-99ec-2fa09e1cfb46

Ficheiros

Principais
A mostrar 1 - 1 de 1
Miniatura indisponível
Nome:
1-s2.0-S014102961731814X-main.pdf
Tamanho:
5.94 MB
Formato:
Adobe Portable Document Format
Descrição:
Ver/Abrir
Licença
A mostrar 1 - 1 de 1
Miniatura indisponível
Nome:
license.txt
Tamanho:
1.32 KB
Formato:
Item-specific license agreed upon to submission
Descrição:
Ver/Abrir

Coleções

ESTG - Artigos em revistas internacionais