Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Fabio Minghini"'
Autor:
Fabio Minghini, Nerio Tullini
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
In 2012, the North of Italy was hit by a seismic sequence characterized by two main events occurred on May 20 and 29 with MW = 6.1 and 6.0, respectively. Those earthquakes were particularly severe toward precast Reinforced Concrete (RC) structures no
Externí odkaz:
https://doaj.org/article/cfcbde618f8140d4bc3eb212fcb2d4d5
Publikováno v:
Procedia Structural Integrity. 44:386-393
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::652e929aa40247b67cfdcd8b52ee3fca
https://doi.org/10.1016/j.prostr.2023.01.051
https://doi.org/10.1016/j.prostr.2023.01.051
Effect of uncertainties on seismic fragility for out-of-plane collapse of unreinforced masonry walls
Publikováno v:
Journal of Building Engineering. 75:106936
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a08c85f8b49055dddb8f780e7df1a355
https://doi.org/10.1016/j.jobe.2023.106936
https://doi.org/10.1016/j.jobe.2023.106936
Publikováno v:
Bulletin of Earthquake Engineering. 19:6049-6079
Unreinforced masonry buildings undergoing seismic actions often exhibit local failure mechanisms which represent a serious life-safety hazard, as recent strong earthquakes have shown. Compared to new buildings, older unreinforced masonry buildings ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b18aa7f1538f0970f5fd3602155595d
https://doi.org/10.1007/s10518-021-01199-6
https://doi.org/10.1007/s10518-021-01199-6
Publikováno v:
Construction and Building Materials. 359:129461
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::150f8b4399402964b548ffe2efce6267
https://doi.org/10.1016/j.conbuildmat.2022.129461
https://doi.org/10.1016/j.conbuildmat.2022.129461
The unreinforced masonry buildings can be present frequent local failure mechanisms and represent a serious life-safety hazard as recent strong earthquakes have shown. Compared to new building, existing unreinforced masonry buildings prone to be more
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5a08a118628edefcd1040e340e95d03
https://doi.org/10.21203/rs.3.rs-263582/v1
https://doi.org/10.21203/rs.3.rs-263582/v1
Autor:
Nerio Tullini, Fabio Minghini
Publikováno v:
Frontiers in Built Environment, Vol 7 (2021)
In 2012, the North of Italy was hit by a seismic sequence characterized by two main events occurred on May 20 and 29 with MW = 6.1 and 6.0, respectively. Those earthquakes were particularly severe toward precast Reinforced Concrete (RC) structures no
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::067bb03ebb1cb98415b9639063853f03
https://hdl.handle.net/11392/2446908
https://hdl.handle.net/11392/2446908
The tests described in this paper were aimed at evaluating the tensile capacity of the anchorages connecting an automated pallet warehouse with an existing RC foundation. The warehouse is a new steel structure erected in the place of a previous wareh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::847285af2c00bf7cfdaf05ea77653536
https://hdl.handle.net/11392/2462076
https://hdl.handle.net/11392/2462076
Publikováno v:
International Journal of Structural Glass and Advanced Materials Research. 2:30-45
In the analyses presented, the soil-structure interaction is accounted for by means of a FE-BIE approach, in which the structure is modelled with displacement-based beam finite elements, whereas the boundary between structure and substrate is describ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ababc214f593eb972095f669a1ece4cc
https://doi.org/10.3844/sgamrsp.2018.30.45
https://doi.org/10.3844/sgamrsp.2018.30.45
Publikováno v:
Earthquake Engineering & Structural Dynamics. 46:2317-2335
Summary The paper analyses the seismic fragility of precast reinforced concrete buildings using observational damage data gathered after the 2012 Emilia earthquakes that struck Northern Italy. The damage level in 1890 buildings was collected, classif
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa7403b96f79f077bde8ce12519c7105
https://doi.org/10.1002/eqe.2906
https://doi.org/10.1002/eqe.2906