Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Francesco Porco"'
Publikováno v:
Bulletin of Earthquake Engineering. 18:2083-2113
A study is presented on the evaluation of the floor deformability in the existing RC buildings and the related effects on the structural behaviour and the seismic fragility are investigated. In particular, the study of the seismic behaviour of existi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::52c4eafc9e01a45f616c99c268b06086
https://doi.org/10.1007/s10518-019-00774-2
https://doi.org/10.1007/s10518-019-00774-2
A study is presented on the seismic fragility of a sample of 15 reinforced-concrete school buildings built between 1960 and 1980s in the province of Foggia, Southern Italy, for which near-perfect information is provided on geometrical and mechanical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c16ce4518b0d8c7ff24828cc90de1a05
http://hdl.handle.net/11589/216728
http://hdl.handle.net/11589/216728
Publikováno v:
Structures. 13:178-192
The nonlinear methods of analysis are the most indicated ones to carry out the vulnerability assessment of existing Reinforced Concrete (RC) buildings. Notwithstanding nonlinear approaches strongly depends by the knowledge level of building, they all
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1606c154720b9e0ab4ff0d56540e2ced
https://doi.org/10.1016/j.istruc.2017.12.006
https://doi.org/10.1016/j.istruc.2017.12.006
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ca42d84a8f321c4d378a9be8ba086f90
https://doi.org/10.7712/120119.7059.19106
https://doi.org/10.7712/120119.7059.19106
Publikováno v:
Scopus-Elsevier
The behaviour of regular multi-span simply-supported bridges is strongly dependent on the behaviour of its piers. The response of a pier is governed, in general, by different mechanisms: flexure, shear, second order effects, lap-splice of longitudina
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d2e460d4b74bb339c473d3e7f3301bb
http://hdl.handle.net/11589/159994
http://hdl.handle.net/11589/159994
In the paper is presented a research study on floor system behavior in existing Reinforce Concrete (RC) buildings under horizontal actions. Generally, vulnerability analysis consists in the study of effective structural behavior of buildings, in orde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d76e5eb8b8d2f258ccfc656aab74c3f
http://hdl.handle.net/11589/148104
http://hdl.handle.net/11589/148104
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783319789354
Current regulations require surveys on materials in order to identify one or more representative values of the in-situ concrete strength. In this context, the SonReb method is widespread. It correlates the in-situ concrete strength with the ultrasoni
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eb73ede2b4ef08531d4dad9af9157644
https://doi.org/10.1007/978-3-319-78936-1_12
https://doi.org/10.1007/978-3-319-78936-1_12
Publikováno v:
Structural Engineering and Mechanics. 52:701-721
In the assessment of existing RC buildings, the reliable appraisal of the compressive strength of in-situ concrete is a fundamental step. Unfortunately, the data that can be obtained by the available testing methods are typically affected by a high l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b803d3396354835f05c75b03d8e1851
https://doi.org/10.12989/sem.2014.52.4.701
https://doi.org/10.12989/sem.2014.52.4.701
Publikováno v:
Structural Survey. 32:189-208
Purpose – The purpose of this paper is to collect the numerical elaboration of resistances measured on cubes made during the concrete casting and on cores extracted after the completion of the structure, for the concrete used in the construction of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::53d738348e399e753dd5a7b74cf1f705
https://doi.org/10.1108/ss-06-2013-0023
https://doi.org/10.1108/ss-06-2013-0023
Publikováno v:
The Open Civil Engineering Journal. 7:242-253
The assessment of the plastic rotation of reinforced concrete beams is an essential aspect to avoid structural brittle collapses. The value actually available can be generally determined as sum of two different components. The first, due to bending,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::29a8c5eed65f284bada33eecb3eac48d
https://doi.org/10.2174/1874149501307010242
https://doi.org/10.2174/1874149501307010242