Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Mohammad Jamshidi Avanaki"'
Publikováno v:
رویکردهای نوین در مهندسی عمران, Vol 2, Iss 2, Pp 49-64 (2018)
In recent years, a new type of fiber reinforced concrete (FRC), called hybrid FRC, comprised of fibers of the same material but with different geometry has been developed. The aim of this paper is to investigate the influence of volume fraction and a
Externí odkaz:
https://doaj.org/article/69094d3ce8f14002b39c4cd10facda57
Publikováno v:
Magazine of Concrete Research. 72:720-733
Hybrid steel fibre-reinforced concrete (HSFRC) composites, constituted from different geometries of steel fibres, benefit from positive performances of different fibre geometries. When applied in segmental tunnels, different aspects of their structur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c9696c6956699c845ac7805556bff81
https://doi.org/10.1680/jmacr.18.00279
https://doi.org/10.1680/jmacr.18.00279
Publikováno v:
Journal of Civil Engineering and Construction. 9:74-82
Recent advancements in fiber reinforced concrete (FRC) technology has led to the development of fibrous concrete composites, comprised of fibers with different material and/or geometry, commonly known as hybrid FRC. In one type of hybrid FRC composit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9643fe664342949571e8ce4d87d9cb3a
https://doi.org/10.32732/jcec.2020.9.2.74
https://doi.org/10.32732/jcec.2020.9.2.74
Publikováno v:
Asian Journal of Civil Engineering. 21:611-624
Infill walls are realized to affect the nonlinear response of infilled frames. Yet, due to modeling and analysis complexities, infill walls are usually neglected in the modeling and analysis phase. In this paper, the nonlinear behavior of infilled st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::907b4642803edbf775dace40c008ee8e
https://doi.org/10.1007/s42107-019-00220-3
https://doi.org/10.1007/s42107-019-00220-3
Autor:
Mohammad Jamshidi Avanaki
Publikováno v:
Structural Concrete. 20:1909-1925
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a9e9172a4407b9900cb9811f29a913da
https://doi.org/10.1002/suco.201800322
https://doi.org/10.1002/suco.201800322
Autor:
Mohammad Jamshidi Avanaki
Publikováno v:
Civil Engineering Research Journal. 9
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::756781b637a45f84f6f6e1db40a7b38e
https://doi.org/10.19080/cerj.2019.09.555756
https://doi.org/10.19080/cerj.2019.09.555756
Publikováno v:
Construction and Building Materials. 251:118965
Research on fiber reinforced Geopolymer Concrete (GPC), as a novel type of GPC with enhanced ductility characteristics has gained interest. In this paper, mechanical and physical properties of GPC reinforced with different fiber types (Polypropylene
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fcd4410561d00529a573b1b4457a2227
https://doi.org/10.1016/j.conbuildmat.2020.118965
https://doi.org/10.1016/j.conbuildmat.2020.118965
Numerical-aided design of fiber reinforced concrete tunnel segment joints subjected to seismic loads
Publikováno v:
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
In this paper, the effects of different steel fiber reinforced concrete (SFRC) composites on the flexural response of segmental joints under seismic actions is investigated numerically based on experimental results. The results in terms of moment –
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c5cf2e3c40ef2af66b044edddb224788
https://hdl.handle.net/2117/118074
https://hdl.handle.net/2117/118074
Autor:
Cristian de Santos, Albert de la Fuente, Mohammad Jamshidi Avanaki, Shahram Vahdani, Abdollah Hoseini
Publikováno v:
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
In recent years, application of fibers as a replacement for conventional reinforcement in segmented lined tunnels has gained great interest due to resulting cost and time savings. In seismically active regions, the seismic vulnerability of undergroun
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ced83e281970638b8b3b41941b47a858
http://hdl.handle.net/2117/118162
http://hdl.handle.net/2117/118162