Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Raffaele, Laguardia"'
Publikováno v:
Frontiers in Built Environment, Vol 5 (2019)
The protection of cultural heritage from seismic risk is an open issue due to the difficulties in finding technical solutions allowing a balance between their effectiveness and invasiveness. Among the available protection techniques, seismic isolatio
Externí odkaz:
https://doaj.org/article/d51333c743694d76b71a3325b8e24b0c
Publikováno v:
Frontiers in Built Environment, Vol 5 (2019)
The seismic risk assessment of the historical and architectural heritage is, nowadays, a very relevant topic due the potential human and economic losses involved in case of global or partial collapse. In order to preserve the inestimable value of suc
Externí odkaz:
https://doaj.org/article/6a0c843518334be7ad678d2c685a95d1
In this study a seismic risk analysis of masonry buildings based on damage data of L’Aquila 2009 earthquake is presented. Typological loss curves and Expected Annualized Losses (EAL) values are pre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::482db023804f2b17c4d55207a6b65c8b
https://hdl.handle.net/11573/1454215
https://hdl.handle.net/11573/1454215
In this paper two simplified methods are presented in order to assess the seismic performance of a set of Italian ancient churches. The methods applied are characterized by an increasing refinement level, requiring only some qualitative information i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::20d85f2d39c662a0f7e16607f7e2229d
https://hdl.handle.net/11588/902447
https://hdl.handle.net/11588/902447
This paper illustrates an original and simple method to predict earthquake-induced deformations of geotechnical systems. The method is an extension of static non-linear analysis, and is conceived to predict the behaviour of geotechnical systems, like
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::119ffddec8fb03002d73a185c04345d2
http://hdl.handle.net/11573/1454170
http://hdl.handle.net/11573/1454170
Publikováno v:
Frontiers in Built Environment, Vol 5 (2019)
The protection of cultural heritage from seismic risk is an open issue due to the difficulties in finding technical solutions allowing a balance between their effectiveness and invasiveness. Among the available protection techniques, seismic isolatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::09d013ab8e471d73411b1c85532e1f71
https://www.frontiersin.org/article/10.3389/fbuil.2019.00087/full
https://www.frontiersin.org/article/10.3389/fbuil.2019.00087/full
In this paper a multiperformance optimization procedure to design dissipative bracing systems controlling the structural performance while minimizing the intervention cost is proposed. The procedure allows dimensional and topological optimization of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5470edeb6266a943a9f5acac2fc55937
http://hdl.handle.net/11573/1291164
http://hdl.handle.net/11573/1291164
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
An overview of some simplified methods for assessing the seismic performance of ancient churches is presented in this paper. In particular, the simplified methods proposed by the current Italian directive containing the guidelines for assessment and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca950b11e25efba7c6921c96dd890f35
https://doi.org/10.7712/120119.7005.19195
https://doi.org/10.7712/120119.7005.19195
The assessment of maximum displacement demand is a crucial point in the design of seismic isolating systems, in particular when the non linear behaviour of devices is modeled through visco-elastic equivalent schemes, as common in the design practice.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9cbf81e596b3419d6cc93debe7e34a32
https://hdl.handle.net/11573/1325593
https://hdl.handle.net/11573/1325593