Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Michele Fabio GRANATA"'
Publikováno v:
Designs, Vol 8, Iss 3, p 55 (2024)
In steel tied arch bridges where the hangers are made of rigid bars, the replacement of damaged hangers is rather complex. In fact, while generally the cable hangers are already prepared with anchors at the ends and their replacement traces the initi
Externí odkaz:
https://doaj.org/article/618b25e6472a40bd84dc9a1292ddab31
Autor:
Michele Fabio Granata
Publikováno v:
Buildings, Vol 14, Iss 4, p 1064 (2024)
A case study of a building in southern Italy, subjected to high degradation by corrosion and waiting to be assessed for retrofit interventions, is presented. The owner required modifications to the building configuration, including a new layout of th
Externí odkaz:
https://doaj.org/article/310b960213454c0bbb92b1aeb0e043a3
Publikováno v:
Applied Sciences, Vol 14, Iss 1, p 202 (2023)
Insight into the application of pushover analysis to prestressed concrete segmental bridges built in the 1950s–1970s by cantilevering with medium-large span length is provided. Seismic assessment must be carried out considering the whole structural
Externí odkaz:
https://doaj.org/article/d7f33bc4e0ed408da96e04d1efd6df69
Autor:
Lidia La Mendola, Maria Concetta Oddo, Calogero Cucchiara, Michele Fabio Granata, Simone Barile, Francesco Pappalardo, Agatino Pennisi
Publikováno v:
Applied Sciences, Vol 13, Iss 6, p 3712 (2023)
Historical masonry structures often suffer gradual deterioration that in many cases can compromise the safety levels and the operating conditions of the buildings. In this context, Structural Health Monitoring (SHM) is an effective tool for the predi
Externí odkaz:
https://doaj.org/article/354fb82b41764d50b3b250e8d40b2af5
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 10, Iss 2, Pp 141-150 (2015)
The determination of initial cable forces in cable-stayed bridges is an important first step in design and analysis of the structure under external loads. Adjustments of stay forces are often required during construction in order to assure the reques
Externí odkaz:
https://doaj.org/article/39348cbf62d443868fd4026675691405
Publikováno v:
Advances in Civil Engineering, Vol 2013 (2013)
Externí odkaz:
https://doaj.org/article/ce469755b77648089c5296a382fd0d77
Publikováno v:
Journal of Performance of Constructed Facilities. 37
Sudden failure of reinforced concrete (RC) or prestressed concrete (PC) Gerber saddles of bridges and viaducts has occurred all around in the word in the last few years due to corrosion of steel bars. The danger of sudden and brittle failure is often
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4073be5ea5b89fba827f6256b5b6fb1e
https://doi.org/10.1061/jpcfev.cfeng-4016
https://doi.org/10.1061/jpcfev.cfeng-4016
Publikováno v:
Structures. 37:561-575
The lack of maintenance of roadway concrete bridges built from the Second World War until the 70 s of the 20th century has led in recent years to an ever-increasing request for safety assessments. When bridge performance in terms of Serviceability Li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0f534eb0e4e37b8be85df7c9129b80af
https://doi.org/10.1016/j.istruc.2022.01.039
https://doi.org/10.1016/j.istruc.2022.01.039
Autor:
Maria Concetta Oddo, Gaetano, Camarda, Giovanni, Minafò, Michele Fabio Granata, Bertagnoli, Gabriele, DI TRAPANI, Fabio, Agatino, Pennisi, Simone, Barile
Structural Health Monitoring (SHM) represents a strategic solution for the preservation of cultural heritage buildings. Existing masonry structures often suffer reductions in mechanical performances due to physiological aging of material constituents
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::328a6b6280315d90bff0c423f212d641
https://hdl.handle.net/10447/591039
https://hdl.handle.net/10447/591039
Autor:
Michele Fabio Granata
Publikováno v:
Bridge Structures. 16:121-137
The case-study of a steel bowstring bridge set in a marine environment and highly damaged by corrosion is presented. The bridge was built in 2004 and was repainted for corrosion protection in 2010. Despite the recent construction and the maintenance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::def39f562f388e819dc64dfa2173da9b
https://doi.org/10.3233/brs-200178
https://doi.org/10.3233/brs-200178