Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Noemi Bonessio"'
Publikováno v:
Engineering Structures. 147:505-516
Due to their three-dimensional nature, damages have different effects on each vibration mode of a frame structure, depending on the direction of deflection of its structural elements. In this study, a Multi-mode Multi-directional Damage Index (MMDI)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25f4ed2ba20ae2739e69ff646f965e9f
https://doi.org/10.1016/j.engstruct.2017.05.060
https://doi.org/10.1016/j.engstruct.2017.05.060
Autor:
Noemi Bonessio, Giuseppe Lomiento
Publikováno v:
World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::47085adc3e5b3f9ac65e2893527084b4
https://doi.org/10.37153/2686-7974-2019-16-600-600
https://doi.org/10.37153/2686-7974-2019-16-600-600
Publikováno v:
Annals of biomedical engineering, vol 45, iss 2
The epidemiology of valvular heart disease has significantly changed in the past few decades with aging as one of the main contributing factors. The available options for replacement of diseased valves are currently limited to mechanical and bioprost
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8def32b52270b4e193612f7c6c64a82c
https://doi.org/10.1007/s10439-016-1778-0
https://doi.org/10.1007/s10439-016-1778-0
Publikováno v:
The Open Construction and Building Technology Journal. 10:136-149
This paper deals with the application of novel sensing technologies to an existing Structural Health Monitoring (SHM) system for bridges. A vibration based SHM algorithm already in use to detect the structural performance degradation of a suspension
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e91b96f9f876b9d16b7b1a2c83fed3cf
https://doi.org/10.2174/1874836801610010136
https://doi.org/10.2174/1874836801610010136
Autor:
Guiseppe Lomiento, Ana Arias, Érika Sales Joviano Pereira, Ove A. Peters, Maria Guiomar de Azevedo Bahia, Vicente Tadeu Lopes Buono, Noemi Bonessio
Publikováno v:
Europe PubMed Central
Aim: To validate torsional analysis, based on finite elements, of WaveOne instruments against in vitro tests and to model the effects of different nickel-titanium (NiTi) materials. Methodology: WaveOne reciprocating instruments (Small, Primary and La
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::776158b7d701cf917ebd1738d5a6f666
https://doi.org/10.1111/iej.12333
https://doi.org/10.1111/iej.12333
Publikováno v:
Journal of Earthquake Engineering. 17:1162-1191
In this article, an experimentally validated model is proposed in order to take into account main sources of performance degradation that could be experienced by friction-based devices during a seismic event. Particular attention is dedicated to the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9191ae875c0d86f4e99a41a0f8e1a400
https://doi.org/10.1080/13632469.2013.814611
https://doi.org/10.1080/13632469.2013.814611
Publikováno v:
Seismic Isolation and Protective Systems. 2:75-90
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3983255b4c0762c5c4f213aabd7ddeb
https://doi.org/10.2140/siaps.2011.2.75
https://doi.org/10.2140/siaps.2011.2.75
Publikováno v:
Structural Control and Health Monitoring. 19:565-578
SUMMARY This paper deals with a procedure for the identification of the damage in bridge structures equipped with isolators and/or energy dissipating devices. The procedure is based on the availability of accelerometric records from any simple sensor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e4ac83787e650b6e643cd22b9d5c197
https://doi.org/10.1002/stc.448
https://doi.org/10.1002/stc.448
Publikováno v:
Odontology. 105(1)
The aim of this study was to investigate and compare, via finite element analysis (FEA), the effects of endodontic access and canal preparation on stress distribution under functional loading of a mandibular molar treated with novel (TRUShape) and co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c2a9e2b46f6286e4601f9ee0f2c6bcfa
https://pubmed.ncbi.nlm.nih.gov/26847080
https://pubmed.ncbi.nlm.nih.gov/26847080
Autor:
Aurelio, Braconi, Alberto, Tremea, Giuseppe, Lomiento, Noemi, Bonessio, Franco, Braga, Benno, Hoffmeister, Max, Gündel, Spyros, Karmanos, George, Varelis, Renata, Obiala, Prokopis, Tsintzos, Vasilikis, D., Lobo, J. B., Peter, Bartlam, Sandra, Estanislau, Nardini, Luca, Morelli, Francesco, Salvatore, Walter, Dan, Dubina, Dogariu, A., Bordea, S., Gabriella, Bortone, Nicola, Signorini, Giancarlo, Fianchisti, Ludovic, Fulop
Publikováno v:
Braconi, A, Tremea, A, Lomiento, G, Bonessio, N, Braga, F, Hoffmeister, B, Gündel, M, Karmanos, S A, Varelis, G, Obiala, R, Tsintzos, P, Vasilikis, D, Lobo, J B, Bartlam, P, Estanislau, S C, Nardini, L, Morelli, F, Salvatore, W, Dubina, D, Dogariu, A, Bordea, S, Bortone, G, Signorini, N, Fianchisti, G & Fülöp, L 2013, Steel solutions for seismic retrofit and upgrade of existing constructions (Steelretro) . EU Publications, no. EUR 25894 EN, European Commission EC . https://doi.org/10.2777/7937
The majority of existing buildings are in need of seismic retrofit. The main reasons are: the original design was not optimised with respect to the required safety level, poor construction quality, modifications or enlargements of buildings during th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::21648b296dd302018c21a0e680bd42ab
https://cris.vtt.fi/en/publications/c1ee89c2-26d8-4066-8f2b-693b737ba486
https://cris.vtt.fi/en/publications/c1ee89c2-26d8-4066-8f2b-693b737ba486
