Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Massimo Petracca"'
Publikováno v:
Big Data and Cognitive Computing, Vol 7, Iss 2, p 99 (2023)
In the last few decades, structural health monitoring has gained relevance in the context of civil engineering, and much effort has been made to automate the process of data acquisition and analysis through the use of data-driven methods. Currently,
Externí odkaz:
https://doaj.org/article/e213955c342b4385b97598e043f5b800
Autor:
DI TRAPANI, Fabio, Bogatkina, Valentina, DI BENEDETTO, Marilisa, Sberna, ANTONIO PIO, Massimo, Petracca, Guido, Camata
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031301247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb1bb9eabed493b7e9ffab8df2eed60d
https://doi.org/10.1007/978-3-031-30125-4_1
https://doi.org/10.1007/978-3-031-30125-4_1
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:
Engineering Structures. 274:114910
Autor:
Peter Kirkwood, Abbie B. Liel, Guido Camata, Jenny Ramirez, Yu-Wei Hwang, Massimo Petracca, Shideh Dashti
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
In urban environments, structures are often built in close proximity to each other. Seismic coupling and structure-soil-structure interaction (SSSI) are known to affect system accelerations...
In this paper, a simple and practitioners-friendly calibration strategy to consistently link target panel-scale mechanical properties (that can be found in national standards) to model material-scale mechanical properties is presented. Simple masonry
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5846c184f5bd9b596b2437a5f4786fda
https://hdl.handle.net/11585/855814
https://hdl.handle.net/11585/855814
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Scipedia Open Access
Scipedia SL
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
Scipedia Open Access
Scipedia SL
This paper presents two procedures, based on the numerical multiscale theory, developed to predict the mechanical non-linear response of composite materials under monotonically increasing loads. Such procedures are designed with the objective of redu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1aa3e38d4a3c8a94f6b21bacae8edcf7
https://www.scipedia.com/public/Zaghi_et_al_2018a
https://www.scipedia.com/public/Zaghi_et_al_2018a
Autor:
Francesca Candeloro, Massimo Petracca, Roberto Realfonzo, Paolo Casadei, Annalisa Napoli, Guido Camata
Publikováno v:
Applied Mechanics and Materials. 847:381-390
Steel reinforced polymer (SRP) and steel reinforced grout (SRG) systems have emerged as promising and cost-effective technologies for the external strengthening of RC structures. An experimental campaign was recently performed to investigate the effe
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