Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Aguinaldo Fraddosio"'
Publikováno v:
Frontiers in Built Environment, Vol 8 (2022)
A great variety of phenomenological models has been proposed over the years to model rate-independent hysteretic forces in structural mechanics. The classification of such models is usually based on the type of equation that needs to be solved to eva
Externí odkaz:
https://doaj.org/article/f03dc25b2d8a4719a601ca9745def229
Autor:
Domenico Camassa, Anna Castellano, Aguinaldo Fraddosio, Giuseppe Miglionico, Mario Daniele Piccioni
Publikováno v:
Applied Sciences, Vol 11, Iss 8, p 3687 (2021)
An experimental investigation on the accuracy of dynamically determined tensile force in tie-rods by applying the interferometric radar technique was performed. Tie-rods were used in historical masonry constructions for absorbing thrusts of arches an
Externí odkaz:
https://doaj.org/article/056adda112e64c88938ff2a1defa9134
Publikováno v:
Curved and Layered Structures, Vol 8, Iss 1, Pp 70-88 (2021)
The form-finding analysis is a crucial step for determining the stable self-equilibrated states for tensegrity structures, in the absence of external loads. This form-finding problem leads to the evaluation of both the self-stress in the elements and
Autor:
Domenico Camassa, Anna Castellano, Aguinaldo Fraddosio, Michela Silla, Mario Daniele Piccioni
Publikováno v:
2022 IEEE International Workshop on Metrology for Living Environment (MetroLivEn).
Publikováno v:
Health Monitoring of Structural and Biological Systems XVI.
Autor:
Muhao Chen, Aguinaldo Fraddosio, Andrea Micheletti, Gaetano Pavone, Mario Daniele Piccioni, Robert E. Skelton
Publikováno v:
Mechanics Research Communications. 127:104026
Publikováno v:
Curved and Layered Structures, Vol 6, Iss 1, Pp 30-40 (2019)
The aim of this paper is to present a further development of the Corbelling Theory [1] for assessing the structural safety of “false domes” constructions like Trulli, and more generally for corbelled domes. In particular, it is well-known that a
Autor:
Domenico Camassa, Gabriele Milani, Mario Daniele Piccioni, Anna Castellano, Aguinaldo Fraddosio, Jacopo Scacco
The vibration response of a full-scale polycentric near parabolic tuff barrel vault under differential settlements of the abutments are experimentally analyzed. During the experimental tests, the static and dynamic responses of the vault have been co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::641837c409dcf6cd57a64c823705a792
http://hdl.handle.net/11311/1193797
http://hdl.handle.net/11311/1193797