Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Giulio Castori"'
Publikováno v:
Materials, Vol 8, Iss 12, Pp 8059-8071 (2015)
An increasing interest in the preservation of historic structures has produced a need for new methods for reinforcing curved masonry structures, such as arches and vaults. These structures are generally very ancient, have geometries and materials whi
Externí odkaz:
https://doaj.org/article/935ad576a0f247a2b6c1c5de689b3acd
Publikováno v:
Materials, Vol 12, Iss 15, p 2363 (2019)
In the 1980s, block masonry started to be widely used for new constructions in Italy’s earthquake prone areas. However, recent seismic events demonstrated that block masonry buildings may need to be repaired after earthquakes due to cracking. Const
Externí odkaz:
https://doaj.org/article/2f61f917da424da48df3a37501dd58af
Publikováno v:
Materials, Vol 4, Iss 1, Pp 311-326 (2011)
The application of steel fiber reinforced polymer (SRP) as a means of increasing the capacity of masonry columns is investigated in this study. The behavior of 23 solid-brick specimens that are externally wrapped by SRP sheets in low volumetric ratio
Externí odkaz:
https://doaj.org/article/eedc1d9c5c4741629373aa4dcfdccc7c
Publikováno v:
Key Engineering Materials. 916:498-504
There is an emerging need to upgrade historic masonry buildings and infrastructures which are most vulnerable to earthquakes. An objective of a long-term research program at Perugia University, Italy was developing design criteria for masonry reinfor
Autor:
Andrea Penna, Paolo M. Calvi, Richard Dreyer, Luigi Sorrentino, Alessandro Fulco, Giulio Castori, Guido Magenes, Silvia Mazzoni, Erica C. Fischer, Jay Wilson, Carmine Galasso
Publikováno v:
Earthquake Spectra. 34:1671-1691
The 2016–2017 Central Italy earthquake sequence consisted of several moderately high-magnitude earthquakes, between M5.5 and M6.5, each centered in a different location and with its own sequences of aftershocks spanning several months. To study the
With the aim of validating a new standardized Coaxial Double Ring testing procedure, without overpressure and with fixed geometry, an ad hoc theoretical approach has been proposed here to rearrange the laboratory outcomes accounting for the effects o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ebba4c8712bd8ab810cb46926db8e35b
http://hdl.handle.net/11391/1501371
http://hdl.handle.net/11391/1501371
Fiber Reinforced Cementitiuos Mortars (FRCM) are a relatively new class of reinforcement used in conservation engineering. However, the structural response of shear walls reinforced with non-isotropic composite material nets, bonded with relatively l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eee2468082eb343924c323d35b61097a
http://hdl.handle.net/11391/1501367
http://hdl.handle.net/11391/1501367
Publikováno v:
XI International Conference on Structural Dynamics.
The use of new composite materials for reinforcement of heritage masonry structures, especially in seismic prone areas, is of interest structural engineers and conservators. However, the need to increase the structural performance of masonry structur
This paper investigates repairing brickwork masonry walls using smooth titanium rods. Firstly, numerical analyses were carried out following a detailed micro-modelling strategy and then an experimental research program was undertaken in the laborator
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ee73a6e8375cb0e556001f6d8419e071
http://hdl.handle.net/11391/1473978
http://hdl.handle.net/11391/1473978
In framed r.c. or steel structures it is common practice to connect spread footings and strip foundations by means of tie-beams. While such beams are often required to absorb axial forces deriving from horizontal relative displacements at the foundat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a4ea25355ce26fb3b195bf9be06e969
http://hdl.handle.net/11391/1460956
http://hdl.handle.net/11391/1460956