Zobrazeno 1 - 10
of 30
pro vyhledávání: '"Laura, Govoni"'
Publikováno v:
Soils and Foundations, Vol 63, Iss 6, Pp 101376- (2023)
The article presents a continuum approach to predict the response of pile foundations for jacket-supported offshore wind turbines. Tensile loading conditions are examined, which may be critical for piles used in combination with this structure type,
Externí odkaz:
https://doaj.org/article/05b0c3c4b9024b05b726849afe40fb2f
Publikováno v:
Ocean Engineering. 183:57-72
Skirted foundations are an attractive foundation concept in the offshore energy sector, both for wind turbines and oil and gas platforms. Most of the evidence of skirted foundation behaviour under combined vertical, horizontal and moment (VHM) loadin
Autor:
Daniela, Menichini, Francesca, Zambri, Laura, Govoni, Alba, Ricchi, Ramona, Infante, Elisabetta, Palmieri, Maria Cristina, Galli, Maria Teresa, Molinazzi, Marisa Patrizia, Messina, Angela, Putignano, Federico, Banchelli, Sofia, Colaceci, Isabella, Neri, Angela, Giusti
Breastfeeding success is determined by early skin to skin contact, early initiation of breastfeeding, rooming-in, baby-led breastfeeding, creation of a favorable environment, specific training of health professionals, and continuity of care.To invest
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=pmid_dedup__::3dc7c26ab069799ec9514547b1d97d90
https://hdl.handle.net/11380/1281302
https://hdl.handle.net/11380/1281302
Publikováno v:
Marine Structures
This paper presents a numerical study to investigate the seismic behavior of mudmat and caisson foundations supporting subsea structures, such as manifolds, in liquefiable sand. In seismic areas, substantial earthquake loads can be imparted to subsea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::243a89db76e29f0e44cf4618ccacb66b
https://hdl.handle.net/11250/2978579
https://hdl.handle.net/11250/2978579
Publikováno v:
Rock Mechanics and Rock Engineering. 51:2825-2838
Steel wire meshes are a key component of rockfall protection barriers. The efficiency in reproducing the structure response with numerical methods relies upon the specific modelling technique employed to capture the wire mesh behaviour. The fabric of
Publikováno v:
Rock Mechanics and Rock Engineering
Rock Mechanics and Rock Engineering, Springer Verlag, 2018, 51 (4), pp.1097-1109. ⟨10.1007/s00603-017-1394-9⟩
Rock Mechanics and Rock Engineering, Springer Verlag, 2018, 51 (4), pp.1097-1109. ⟨10.1007/s00603-017-1394-9⟩
The paper presents a new approach to assess the effecctiveness of rockfall protection barriers, accounting for the wide variety of impact conditions observed on natural sites. This approach makes use of meta-models, considering a widely used rockfall
Autor:
Francesco Ubertini, Laura Govoni, Cristina Gentilini, Alessio Mentani, Guido Gottardi, S. de Miranda
Publikováno v:
Engineering Structures. 85:83-94
Semi-rigid rockfall protection barriers are steel structures constituted by a principal interception structure made of cables mounted on structural steel posts fully restrained to the ground. Traditionally, they are assigned a low capacity value whic
Autor:
Enrico Supino, Joerg Schweizer, Renata Archetti, Alessandro Antonini, Guido Gottardi, Laura Govoni, Carlo Casadei, Claudia Berretta, Claudia Ozzi
Publikováno v:
Applied Energy. 177:449-463
The use of offshore wind power is becoming increasingly important towards a sustainable growth worldwide. In Italy, as well as in other countries where wind energy is provided only by onshore plants, the interest in the deployment of offshore wind re
Publikováno v:
Rocchi, I, Gragnano, C G, Govoni, L, Bittelli, M & Gottardi, G 2020, ' Assessing the performance of a versatile and affordable geotechnical monitoring system for river embankments ', Physics and Chemistry of the Earth, vol. 117, 102872 . https://doi.org/10.1016/j.pce.2020.102872
River embankments stability is a key aspect in geohazard assessment and underestimating its failure risk may result in unexpected and severe damages. Changes in hydraulic and climatic boundary conditions are responsible for transient water flow withi