Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/78669
Registo completo
Campo DC | Valor | Idioma |
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dc.contributor.author | Colombo, Carla | por |
dc.contributor.author | Savalle, Nathanaël | por |
dc.contributor.author | Funari, Marco Francesco | por |
dc.contributor.author | Mehrotra, Anjali Abhay | por |
dc.contributor.author | Lourenço, Paulo B. | por |
dc.date.accessioned | 2022-07-08T13:34:54Z | - |
dc.date.available | 2022-07-08T13:34:54Z | - |
dc.date.issued | 2022 | - |
dc.date.submitted | 2022-02-15 | - |
dc.identifier.citation | Colombo, C., Savalle, N., Mehrotra, A. Funari, M. F., Lourenço, P. B. (2022). Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation. Construction and Building Materials, 344, 127969. https://doi.org/10.1016/j.conbuildmat.2022.127969 | por |
dc.identifier.issn | 0950-0618 | por |
dc.identifier.uri | https://hdl.handle.net/1822/78669 | - |
dc.description | Colombo, Carla, Funari, Marco Francesco, Savalle, Nathanaël, & Lourenço, Paulo B. (2021). Tilting test campaign on masonry corners (2021-06-03, UMinho) [Data set]. Zenodo. https://doi.org/10.5281/zenodo.5572624 | por |
dc.description.abstract | The present work aims to expand the knowledge of the behaviour of masonry corners, which are capital to obtain an integral seismic response in masonry buildings. In particular, the influence of the seismic load orientation (from pi/4 to pi/2) is investigated experimentally, numerically and analytically. Both units and interfaces have been subjected to a material characterisation process, following which pseudo-static 1:4 scaled experiments on a tilting table have been conducted on a symmetric dry-joint masonry corner. The experimental results have also been simulated using a discrete element model. Finally, a new analytical limit analysis model has been developed, which considers both experimental and numerical observations and accounts for rocking-sliding and flexural mechanisms. In general, a good agreement is found between the three approaches, both in terms of collapse mechanism and load multiplier. | por |
dc.description.sponsorship | This work was partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020. This study has been partly funded by the STAND4HERITAGE project (New Standards for Seismic Assessment of Built Cultural Heritage) that has received funding from the European Research Council (ERC) under the European Union’s Horizon 2020 research and innovation programme (Grant agreement No. 833123), as an Advanced Grant. | por |
dc.language.iso | eng | por |
dc.publisher | Elsevier 1 | por |
dc.relation | info:eu-repo/grantAgreement/EC/H2020/833123/EU | por |
dc.relation | info:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04029%2F2020/PT | por |
dc.rights | openAccess | por |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | por |
dc.subject | Limit analysis | por |
dc.subject | Flexural mechanism | por |
dc.subject | Rocking-sliding mechanism | por |
dc.subject | Seismic assessment | por |
dc.subject | Tilting tests | por |
dc.subject | Dry-joint stiffness | por |
dc.subject | Discrete element modelling | por |
dc.title | Experimental, numerical and analytical investigations of masonry corners: Influence of the horizontal pseudo-static load orientation | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/pii/S0950061822016397 | por |
oaire.citationVolume | 344 | por |
dc.identifier.eissn | 1879-0526 | por |
dc.identifier.doi | 10.1016/j.conbuildmat.2022.127969 | por |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Construction and Building Materials | por |
oaire.version | VoR | por |
dc.identifier.articlenumber | 127969 | por |
dc.subject.ods | Cidades e comunidades sustentáveis | por |
dc.relation.dataset | https://doi.org/10.5281/zenodo.5572624 | - |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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00_FINAL_PUBLISHED_VERSION.pdf | Manuscript_final | 12,03 MB | Adobe PDF | Ver/Abrir |
Este trabalho está licenciado sob uma Licença Creative Commons