Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Francisco Natário"'
Autor:
Francisco Natário, Carlos Zanuy, Juan Gallego, Aurelio Muttoni, Luis Albajar, Miguel Fernández Ruiz
Publikováno v:
Journal of Advanced Concrete Technology. 13:263-274
Shear fatigue of reinforced concrete members without transverse reinforcement has been observed to be potentially governing for the strength of some structural members subjected to large live loads of repetitive nature (as traffic, wind or wave actio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3b3989b1cd7706926303854d07bfcfc
https://doi.org/10.3151/jact.13.263
https://doi.org/10.3151/jact.13.263
Publikováno v:
Engineering Structures. 89:191-203
Shear has been observed to be often the governing failure mode of RC cantilever deck slabs of bridges without shear reinforcement subjected to concentrated loads when tested under a quasi-static application of the load. However, concentrated loads of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bbbf41149081e09fa9cd9d7b04987cb4
https://doi.org/10.1016/j.engstruct.2015.02.010
https://doi.org/10.1016/j.engstruct.2015.02.010
Publikováno v:
Engineering Structures. 76:10-23
Reinforced concrete slabs without shear reinforcement subjected to concentrated loads near linear sup- ports are usually designed or assessed in shear using design provisions that have been calibrated on the basis of tests on one-way slabs or beams w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::744b850f8e93dcee1eaca9df64b3be93
https://doi.org/10.1016/j.engstruct.2014.06.036
https://doi.org/10.1016/j.engstruct.2014.06.036