Zobrazeno 1 - 10
of 51
pro vyhledávání: '"Francesco Portioli"'
Autor:
Raffaele Gagliardo, Lucrezia Cascini, Francesco Portioli, Raffaele Landolfo, Giovanni Tomaselli, Marialaura Malena, Gianmarco de Felice
Publikováno v:
Frattura ed Integrità Strutturale, Vol 14, Iss 51, Pp 517-533 (2020)
The paper is related to the assessment of collapse mechanisms of historic masonry structures suffering settlements induced by ground movements. Two numerical strategies are adopted in order to study the influence of the settled zone on the cracking o
Externí odkaz:
https://doaj.org/article/f3cee912a8234e058bf1b9fd90e7590e
Publikováno v:
Journal of Civil Engineering and Management, Vol 20, Iss 3 (2014)
Atmospheric corrosion is a relevant problem for steel structures and components exposed in aggressive environment in case of poor and/or unfeasible maintenance and inspection during service life. As for thin-walled members, the corrosion hazard can b
Externí odkaz:
https://doaj.org/article/a296f170b2a3424da29848a6fb44b23c
Publikováno v:
Technologies, Vol 4, Iss 1, p 5 (2016)
The results of an experimental investigation carried out on steel splices bonded by (Carbon-Fiber–Reinforced Polymers) C-FRPs are presented in this paper. The main aim of the study is to examine the influence of different parameters on the type of
Externí odkaz:
https://doaj.org/article/452444542f3a46ab9a73d3545b0f7ddc
Autor:
Marialaura Malena, Raffaele Gagliardo, Raffaele Landolfo, Gianmarco de Felice, Giovanni Tomaselli, Francesco Portioli, Lucrezia Cascini
Publikováno v:
Frattura ed Integrità Strutturale, Vol 14, Iss 51, Pp 517-533 (2020)
Frattura ed Integrità Strutturale; Vol. 14 No. 51 (2020): January 2020; 517-533
Frattura ed Integrità Strutturale; V. 14 N. 51 (2020): January 2020; 517-533
Frattura ed Integrità Strutturale; Vol. 14 No. 51 (2020): January 2020; 517-533
Frattura ed Integrità Strutturale; V. 14 N. 51 (2020): January 2020; 517-533
The paper is related to the assessment of collapse mechanisms of historic masonry structures suffering settlements induced by ground movements. Two numerical strategies are adopted in order to study the influence of the settled zone on the cracking o
Autor:
Francesco Portioli
Publikováno v:
Bulletin of Earthquake Engineering. 18:211-239
A unified formulation is presented for non-linear time history, static pushover and limit analysis of historic masonry structures modelled as 2D assemblages of rigid blocks interacting at no-tension, frictional contact interfaces. The dynamic, increm
Autor:
Chiara Calderini, Francesco Portioli, M. Rossi, Lucrezia Cascini, Rita Vecchiattini, Carlo Battini, Beatrice Di Napoli
Publikováno v:
Key Engineering Materials. 817:621-626
The present study concerns the structural analysis of the masonry vaulted stairs of the Santa Maria delle Vigne bell tower in Genoa (Italy). The vaulted staircase systems are fully analysed in terms of technological and constructive details. The 3D g
Displacement-based methods contained in recent standards for seismic safety assessment require the determination of the full nonlinear pushover curve for local failure mechanisms in historic masonry structures. This curve should reflect both the init
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::84b2c559288e140067d6893eaf938794
http://hdl.handle.net/11588/865430
http://hdl.handle.net/11588/865430
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Starting from funicular models, chain models and hanging membranes, the role of 3D physical models in optimized shape research is the basis of form-finding strategies. Advances in structural optimized shape design derive from the wide spread of speci
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::26e5107569b2bb53fbbf269b971bfe9f
http://hdl.handle.net/11588/869498
http://hdl.handle.net/11588/869498