Zobrazeno 1 - 10
of 68
pro vyhledávání: '"Valerio De Biagi"'
Publikováno v:
Geosciences, Vol 13, Iss 12, p 368 (2023)
Rockfall events represent a significant hazard in mountainous regions, putting human safety and critical infrastructure at risk. Various mitigation devices are available, among which, Rockfall protection embankments (RPEs) located in natural soil are
Externí odkaz:
https://doaj.org/article/361f8261614e4cdabbe533c5d12b90bb
Publikováno v:
Biomimetics, Vol 8, Iss 1, p 95 (2023)
Bio-inspired solutions are widely adopted in different engineering disciplines. However, in structural engineering, these solutions are mainly limited to bio-inspired forms, shapes, and materials. Nature is almost completely neglected as a source of
Externí odkaz:
https://doaj.org/article/3601a5585fed4fc696d3fba640ee4e97
Publikováno v:
Frattura ed Integrità Strutturale, Vol 13, Iss 47 (2018)
Drapery meshes are protection devices installed on a cliff for mitigating rockfall hazard. They can prevent the detachment of rock fragments and control the dynamics of the falling blocks. During their design working life, drapery meshes are subjecte
Externí odkaz:
https://doaj.org/article/bcc86c4c06fe47248955bb8939a36b08
Autor:
Bernardino Chiaia, Valerio De Biagi
Publikováno v:
Applied Sciences, Vol 10, Iss 20, p 7157 (2020)
Structural monitoring is a research topic that is receiving more and more attention, especially in light of the fact that a large part our infrastructural heritage was built in the Sixties and is aging and approaching the end of its design working li
Externí odkaz:
https://doaj.org/article/05e42a50bba24bf98c65baef71089373
Publikováno v:
Geosciences, Vol 10, Iss 8, p 280 (2020)
Net fences are among the most widespread passive protective measures to mitigate the risk from rockfall events. Despite the current design approach being based on partial safety factors, a more efficient time-dependent reliability approach has been r
Externí odkaz:
https://doaj.org/article/5c59d953c89542ac89b4e74da72a0152
Publikováno v:
Applied Sciences, Vol 10, Iss 9, p 3081 (2020)
Column loss is a type of damage that can occur in frame structures subjected to explosions or impacts. The response of such structures largely depends on the capacity of the assembly of elements and on the inertia effects due to the sudden nature of
Externí odkaz:
https://doaj.org/article/bf97ecd0e6d347969c8b764171d0f1e7
Autor:
Margherita Maggioni, Monica Barbero, Fabrizio Barpi, Mauro Borri-Brunetto, Valerio De Biagi, Michele Freppaz, Barbara Frigo, Oronzo Pallara, Bernardino Chiaia
Publikováno v:
Geosciences, Vol 9, Iss 11, p 471 (2019)
In full-scale snow avalanche test sites, structures such as pylons, plates, or dams have been used to measure impact forces and pressures from avalanches. Impact pressures are of extreme importance when dealing with issues such as hazard mapping and
Externí odkaz:
https://doaj.org/article/23c83ceef7d04e27a96694613cab00a6
Autor:
Mauro Borri-Brunetto, Marco Alessio, Monica Barbero, Fabrizio Barpi, Valerio De Biagi, Oronzo Pallara
Publikováno v:
Latin American Journal of Solids and Structures, Vol 13, Iss 3, Pp 536-553
Abstract The strain of a structural element is often measured indirectly by determining the strain of a transducer that is supposed to follow the deformation of the element perfectly, and with negligible interaction, around the mounting point. Howeve
Externí odkaz:
https://doaj.org/article/2478f951414a40d8855cbf4d5bb57ea6
Reproducing the mechanical behaviour of snow is a challenging task for many different application fields (e.g., Civil and Environmental Engineering, Physics, etc.) and can be useful to study many topics, such as: the stability of mountain snowpacks,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::141fb7438dcf497d0551e3ecf3b91349
https://doi.org/10.5194/egusphere-egu23-4978
https://doi.org/10.5194/egusphere-egu23-4978
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031301247
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b485e928a5b27f8800bd27b7c1376f1f
https://doi.org/10.1007/978-3-031-30125-4_41
https://doi.org/10.1007/978-3-031-30125-4_41