Zobrazeno 1 - 10
of 36
pro vyhledávání: '"Lucrezia Cascini"'
Autor:
Raffaele Gagliardo, Lucrezia Cascini, Francesco Portioli, Raffaele Landolfo, Giovanni Tomaselli, Marialaura Malena, Gianmarco de Felice
Publikováno v:
Fracture and Structural Integrity, 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
Autor:
Lucrezia Cascini, Giuseppe Brando, Francesco P. A. Portioli, Morena Rita Forgione, Claudio Mazzanti, Marcello Vasta
Publikováno v:
Applied Sciences, Vol 10, Iss 15, p 5035 (2020)
This paper deals with the force-based assessment of collapse mechanisms and strengthening interventions of the historic masonry castle “Bussi sul Tirino” (Abruzzi, Italy) using rigid block limit analysis (RBLA). The structure, which is a fortifie
Externí odkaz:
https://doaj.org/article/4cdf392ba11b45fb83581bed48b231d0
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
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::85bfa6e9060366b521a8952d4bde8911
https://www.fracturae.com/index.php/fis/article/view/2577
https://www.fracturae.com/index.php/fis/article/view/2577
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::12ec65d0351fb1e03f108879b1728153
https://doi.org/10.4028/www.scientific.net/kem.817.621
https://doi.org/10.4028/www.scientific.net/kem.817.621
Publikováno v:
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::88a7a4c24630183055a3b242f1f127be
https://doi.org/10.7712/120121.8552.19043
https://doi.org/10.7712/120121.8552.19043
This paper investigates the structural behaviour of masonry vaulted staircases and the efficacy of different modelling strategies for the assessment of their structural safety. In particular, the present study focuses on the structural analysis of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b3915afc50ca4075fa53cc2b4cab449
https://hdl.handle.net/11567/993939
https://hdl.handle.net/11567/993939
This paper presents an application of a simplified assessment approach to steel structures which takes into account sustainability requirements. The proposed approach is based on a time-dependent, multi-performance-based design methodology. The simpl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::342151abddd5fa60c9fa6ec1b3515e55
http://hdl.handle.net/11588/819478
http://hdl.handle.net/11588/819478
Autor:
Marcello Vasta, Claudio Mazzanti, Lucrezia Cascini, Francesco Portioli, Giuseppe Brando, Morena Rita Forgione
Publikováno v:
Applied Sciences, Vol 10, Iss 5035, p 5035 (2020)
Applied Sciences
Volume 10
Issue 15
Applied Sciences
Volume 10
Issue 15
This paper deals with the force-based assessment of collapse mechanisms and strengthening interventions of the historic masonry castle &ldquo
Bussi sul Tirino&rdquo
(Abruzzi, Italy) using rigid block limit analysis (RBLA). The structure, wh
Bussi sul Tirino&rdquo
(Abruzzi, Italy) using rigid block limit analysis (RBLA). The structure, wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fbf739cfd8b942c4546ca934f6fe5a65
http://hdl.handle.net/11588/838316
http://hdl.handle.net/11588/838316
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
These simulations deal with the application of LiABlock_3D, a rapid computational tool developed by the Authors [1], for limit analysis of masonry structures subjected to point live loads, seismic induced lateral loads and moving supports. The softwa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d9a9a72206883d491bb2763712f66158
https://doi.org/10.7712/120119.7261.19695
https://doi.org/10.7712/120119.7261.19695