Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Fabio Bazzucchi"'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 12, Iss 46, Pp 400-421 (2018)
In the last four years, Italy experienced the collapse of five road bridge: Petrulla viaduct (2014), Annone (2016) and Ancona (2017) overpasses, Fossano viaduct (2017) and Polcevera (2018) bridge.
Externí odkaz:
https://doaj.org/article/e363cf6a1ae44782b613aad6222c684f
Autor:
Paloma Acevedo, Felipe Vera, Patricio Zambrano-Barragán, Mariana A. Poskus, Luis Alonso García, Ginnette Azcona, Guadalupe Babio, Fabio Bazzucchi, Luis M. A Bettencourt, Anni Beukes, Antra Bhatt, Juan Pablo Duharte, Guillem Fortuny, Arabella Fraser, Marie Moland Gaarder, Maitane Iruretagoyena, Leticia Izquierdo, Achilles Kallergis, Kent Larson, Scott Lloyd, Francis Rathinam, Carlo Ratti, Marisol Rodríguez Chatruc, Andrés Sevtsuk, Paul Thissen, Laura Sara Wainer
La falta de datos en las áreas informales de las ciudades es una gran limitación para la gestión de políticas públicas, afectando a todos los ámbitos de la gestión, desde la capacidad de hacer un buen diagnóstico de los problemas en la poblac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::434c7eee715a2a1a8fb6fbfa77498410
https://doi.org/10.18235/0003784
https://doi.org/10.18235/0003784
Publikováno v:
Frattura ed Integrità Strutturale, Vol 12, Iss 46, Pp 400-421 (2018)
Frattura ed Integrità Strutturale; Vol 12 No 46 (2018): October 2018; 400-421
Frattura ed Integrità Strutturale; V. 12 N. 46 (2018): October 2018; 400-421
Frattura ed Integrità Strutturale, Vol 12, Iss 46 (2018)
Frattura ed Integrità Strutturale; Vol 12 No 46 (2018): October 2018; 400-421
Frattura ed Integrità Strutturale; V. 12 N. 46 (2018): October 2018; 400-421
Frattura ed Integrità Strutturale, Vol 12, Iss 46 (2018)
In the last four years, Italy experienced the collapse of five road bridge: Petrulla viaduct (2014), Annone (2016) and Ancona (2017) overpasses, Fossano viaduct (2017) and Polcevera (2018) bridge. Although for deeply different reasons, the collapses
Publikováno v:
International Journal of Non-Linear Mechanics. 136:103785
Publikováno v:
European Journal of Mechanics - A/Solids. 66:201-211
In terms of the interaction between buckling and snap-through for shallow structures affected by geometrical imperfections results have shown that, after the nonlinear bifurcation, load reductions occurs accompanied with a predictable tendency. In or
Autor:
Giuseppe Andrea Ferro, Fabio Bazzucchi
Publikováno v:
Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications ISBN: 9780429426506
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::df1ad2fc7b3d810b559afb108e7166bb
https://doi.org/10.1201/9780429426506-367
https://doi.org/10.1201/9780429426506-367
Publikováno v:
Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications ISBN: 9780429426506
In tall buildings, central cores composed by reinforced concrete shear walls linked by coupling beams provide an efficient structural system to resist earthquake loads. However, building codes and design recommendations are most appropriate for small
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aae8fa511e34396e4264cba9f97d574f
https://doi.org/10.1201/9780429426506-27
https://doi.org/10.1201/9780429426506-27
Publikováno v:
Engineering Structures. 110:48-58
Instability problems are going to be more and more important for long-span structures, especially for those where structural shape and loading capacity are strictly correlated. In view of this, a complete buckling analysis seems to be essential for t
The multifold nature of structural instability problems necessitates a number of different kinds of analytical and numerical approaches. Furthermore, instability collapses of large-span roof sensitized the global community to reduce the effects of ge
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::28b819944aa6c3f72ce0f5daa9a1d385
http://hdl.handle.net/11583/2660450
http://hdl.handle.net/11583/2660450