Zobrazeno 1 - 10
of 437
pro vyhledávání: '"Andrea Prota"'
Publikováno v:
Heritage, Vol 6, Iss 7, Pp 5559-5582 (2023)
The present work presents and discusses an analysis of the floor types of the Villa of Diomedes (Pompeii archaeological park in the Campania region, Italy) from an architectural, archaeological, and structural point of view. In particular, the geomet
Externí odkaz:
https://doaj.org/article/9b04eea3e0864d0f9d850698d14b0d62
Publikováno v:
Scientific Reports, Vol 13, Iss 1, Pp 1-17 (2023)
Abstract Currently available performance-based methodologies for assessing the fragility of structures subjected to tsunami neglect the effects of tsunami-induced vertical loads due to internal buoyancy. This paper adopts a generalized methodology fo
Externí odkaz:
https://doaj.org/article/2b4de87050484b04a273bdc7e88eb388
Publikováno v:
Frontiers in Built Environment, Vol 9 (2023)
Introduction: Seismic damage affecting the non-structural components of buildings (such as infills) can significantly impact the expected economic losses over a structure’s service life. Recently, autoclaved aerated concrete (AAC) infills have gain
Externí odkaz:
https://doaj.org/article/94e599060e4d4e48bbbf294972ef7e4d
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 33, Pp 105-111 (2022)
The 20th century is known as the age that gave birth to the largest reinforced concrete structures. Many applications of this new material were realized at that time, both from a theoretical and practical point of view. With reference to bridges, the
Externí odkaz:
https://doaj.org/article/180c40b3fc2d4995800260e16d38a1de
Autor:
Marco Di Ludovico, Giuseppina De Martino, Vincenzo Manfredi, Angelo Masi, Andrea Prota, Luigi Sorrentino, Maria Zucconi
Publikováno v:
Buildings, Vol 13, Iss 11, p 2817 (2023)
Within the ReLUIS 2019–2021 research project (Network of the University Laboratories of Seismic Engineering) supported by the Civil Protection Department (DPC), the Work Package WP4 “Seismic Risk and Damage Maps at National scale—MARS” aimed
Externí odkaz:
https://doaj.org/article/e44c17cc30554373a43a678ddfaa83a1
Autor:
Andrea Miano, Annalisa Mele, Irene Della Ragione, Antimo Fiorillo, Marco Di Ludovico, Andrea Prota
Publikováno v:
Infrastructures, Vol 8, Iss 9, p 135 (2023)
The Italian infrastructure network of roads and bridges is one of the most complex in the world due to the territory orography. Italy is strongly interested in seismic and hydrogeological hazards, and, in addition, degradation and obsolescence phenom
Externí odkaz:
https://doaj.org/article/77dcc9fef3b549849e4fd0f86e0a2f14
Publikováno v:
Materials, Vol 16, Iss 13, p 4737 (2023)
Fabric-reinforced cementitious matrix (FRCM) composites are currently considered a suitable solution for strengthening existing structures. Confinement applications are still being investigated, since experimental programs showed significant scatter
Externí odkaz:
https://doaj.org/article/12efd7b2f3c642b19dfcbbc107bab502
Publikováno v:
Materials, Vol 16, Iss 7, p 2790 (2023)
In this work, cyclic-load tests on reduced-scale corroded reinforced-concrete hollow cross-section bridge piers have been experimentally performed and compared to the results of similar non-corroded piers. Piers were aged by using an imposed electric
Externí odkaz:
https://doaj.org/article/2bd8767bb19b4e72a72f312f2c208da4
Publikováno v:
Heritage, Vol 3, Iss 4, Pp 1069-1082 (2020)
The seismic vulnerability of ancient free-standing multidrum stone columns is an important issue for the preservation of Greek and Roman archaeological sites. Such elements show a complex and highly non-linear dynamic behavior, requiring specific and
Externí odkaz:
https://doaj.org/article/6a960efd7034461889eb45cfd649865f
Publikováno v:
Frattura ed Integrità Strutturale, Vol 14, Iss 51, Pp 288-312 (2020)
Masonry elements are often strengthened in order to improve their structural capacity. Generalized methods to assess the behavior of confined masonry columns are not available in the technical literature. They have been usually derived from concrete
Externí odkaz:
https://doaj.org/article/e68f45aadfcf420caaa2d90aedf894d8