Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Antonio Badalà"'
Autor:
Antonio Badalà, Laura Anania
Publikováno v:
Mechanics of Advanced Materials and Structures. 29:372-383
Eastern Sicily’s historic buildings are characterized by an almost uniform use of local and naturally available calcareous and lavic stone as aggregate. Also, ancient mortars comprise of lime or ce...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a21e9161b9cf3a0d39bb5515b06e6684
https://doi.org/10.1080/15376494.2020.1770383
https://doi.org/10.1080/15376494.2020.1770383
Publikováno v:
Engineering Structures. 162:226-244
This paper describes an investigation into the collapse mode of a single-span, segmental post-tensioned concrete bridge caused both by the effect of chloride induced corrosion in Prestressed Post Tensioned Bridge and by some initial faults during ten
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2fd4f6f6774e947abdaa73986f0db60b
https://doi.org/10.1016/j.engstruct.2018.02.039
https://doi.org/10.1016/j.engstruct.2018.02.039
Autor:
Laura Anania, Antonio Badalà
Publikováno v:
Key Engineering Materials. 747:366-373
The paper reports the results obtained by a numerical investigation carried out on a multi-ple leaf masonry characterized by very poor inner core leaf in mortar and stone aggregate strengthened by innovative technology based on the use of composite m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee4becd0e233dcccaecbfa86a8bc5036
https://doi.org/10.4028/www.scientific.net/kem.747.366
https://doi.org/10.4028/www.scientific.net/kem.747.366
Publikováno v:
Alternativas. 17:15-23
Masonry vaults represent one of the most seismic vulnerable element in an ancient building. It also generally does not possess an adequate capability of redistribution of the seismic action among the walls of the buildings. In this paper, the structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60c0fc28719cf93851077ad1889e8a40
https://doi.org/10.23878/alternativas.v17i3.208
https://doi.org/10.23878/alternativas.v17i3.208
Publikováno v:
APCBEE Procedia. 9:401-406
This paper presents the results obtained by an experimental program carried out to evaluate the influence of externally bonded FRP composites on the out of plane behavior of masonry. To this aim two groups of samples were tested for static out-of-pla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4bb12d15dbaa1a068d431b062c845f6
Publikováno v:
Applied Mechanics and Materials. :1091-1098
In the past two decades, CFRP had been used to strengthen and repair r.c. structures and recently it is also employed to strengthen historical or monumental buildings constituted by masonry structure. However, premature failure due to debonding of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c210ee84301fc2f1cde13bda878331ee
https://doi.org/10.4028/www.scientific.net/amm.446-447.1091
https://doi.org/10.4028/www.scientific.net/amm.446-447.1091
Publikováno v:
Construction and Building Materials. 47:1053-1068
The current technology for the reinforcement of the simple curvature vault masonry structures, by means of composite materials is based on the use of FRP strip directly bonded to the masonry surface. In this study we discuss a technique based on the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::878d60f6e793729acc4cc4525b92cdfe
https://doi.org/10.1016/j.conbuildmat.2013.05.012
https://doi.org/10.1016/j.conbuildmat.2013.05.012
Publikováno v:
Advanced Materials Research. :591-603
The selection of mix proportion is the process of choosing suitable ingredients of concrete and determine their quantities with the object of producing as economically as possible concrete of notably strength. The current paper deals with the mix des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4212888d48b6bf0d8fa671934241c130
https://doi.org/10.4028/www.scientific.net/amr.753-755.591
https://doi.org/10.4028/www.scientific.net/amr.753-755.591
Publikováno v:
Procedia Engineering. 14:1493-1500
The air-elastic vibrations of structures induce fluctuating stresses that lead to fatigue damage accumulation and may determine structural failure without exceeding ultimate strength This paper proposes a new layout of stay cables to be used in the c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5522b1988d455981a096e0eaf3a1ccd9
Publikováno v:
Curved and Layered Structures, Vol 3, Iss 1 (2016)
In this work the attention is focused to the numerical simulation of the experimental bending tests carried out on a total of six reinforced concrete r.c. plates the latter aimed to provide a basic understanding of the its performance when strengthen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5055a73774974c325f6d9980e8cf2a90
http://hdl.handle.net/20.500.11769/240978
http://hdl.handle.net/20.500.11769/240978
