Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Rossella Siano"'
Autor:
Guido Camata, Corrado Marano, Vincenzo Sepe, Enrico Spacone, Rossella Siano, Massimo Petracca, Pere Roca, Luca Pelà
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
This article compares the results obtained from the analyses of seven two-story masonry walls with an asymmetric arrangement of the openings. The walls are modelled with finite elements detailed micromodels and equivalent frame models. The equivalent
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::690b30080abf4155b2019a50676139a5
https://hdl.handle.net/2117/359787
https://hdl.handle.net/2117/359787
Publikováno v:
Procedia Engineering. 199:1008-1013
Structural Health Monitoring (SHM) is an area of great interest in civil engineering, and in this framework very reliable techniques for modal identification in the linear field are widely used. However, most of them require the knowledge of both for
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Autor:
Enrico Spacone, Guido Camata, Vincenzo Sepe, Luca Pelà, Rossella Siano, Pere Roca, Massimo Petracca
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
The accuracy of the Equivalent Frame Method (EFM) in modelling the seismic non-linear behaviour of unreinforced masonry (URM) buildings is investigated for regular walls (i.e. walls with regular openings’ distribution) with different pier-to-spandr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8ad7052bfee4ec2ef3722ba32faf34db
http://hdl.handle.net/2117/119883
http://hdl.handle.net/2117/119883
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
The Equivalent-Frame Method (EFM), a simplified procedure for structural modelling of masonry constructions, is having a great success for the good balance that it allows between the accuracy of the geometrical description and the simplicity of the m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c8b32f4208bd70f3a9c7b962474b61a3
Publikováno v:
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Scopus-Elsevier
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Scopus-Elsevier
In the last decades increasing attention has been devoted to masonry structures both from researchers and professionals. This is due to the awareness of the great importance of these structures in the historical urban context, together with the great
Publikováno v:
Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016).
Publikováno v:
2014 IEEE Workshop on Environmental, Energy, and Structural Monitoring Systems Proceedings.
The paper deals with the frequency domain identification of linear structures subjected to unmeasured seismic excitations. Starting from the classical and widely acknowledged transfer-function based modal technique for structures under known excitati