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pro vyhledávání: '"Vaz Rodrigues, Rui"'
Autor:
Vaz Rodrigues, Rui.
Thèse Ecole polytechnique fédérale de Lausanne EPFL, no 3739 (2007), Faculté de l'environnement naturel, architectural et construit ENAC, Section de génie civil, Institut de structures IS (Laboratoire de construction en béton IS-BETON). D
Externí odkaz:
http://library.epfl.ch/theses/?nr=3739
Autor:
Vaz Rodrigues, Rui
Reinforced concrete bridge deck slabs without shear reinforcement can be subjected to concentrated or distributed loads of important magnitude. Under these loads their structural response is not always ductile. In particular under concentrated loads
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::97f1f2beb4b7313dc577fede40f29697
Autor:
Vaz Rodrigues, Rui
An experimental and theoretical investigation of the shear strength of reinforced concrete slabs without shear reinforcement is under way at the Ecole Polytechnique Fédérale de Lausanne. The first part of the program consists of 6 tests on two larg
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::79799fe1971f8b5bcb3241304bb0abdf
https://infoscience.epfl.ch/record/111708
https://infoscience.epfl.ch/record/111708
Autor:
Vaz Rodrigues, Rui, Muttoni, Aurelio
Rapport d'essai de 11 poutres de 8.4m de long sans armature d'effort tranchant. Rupture à l'effort tranchant en présence de fortes, faibles et sans déformations plastiques. Mesures détaillés des déformations dans le plan de l'âme. Conclusions:
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::c2b2de6e03697139fc5a53e0bfffb5cc
https://infoscience.epfl.ch/record/111697
https://infoscience.epfl.ch/record/111697
The influence of plastic strains in the longitudinal reinforcement in presence of high shear forces in beams and slabs without stirrups was investigated performing a series of tests of eight ordinary reinforced concrete beams 8.4 meters long with 0.7
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::ad7e829c3a19fc4e76da03534b62fb00
https://infoscience.epfl.ch/record/111698
https://infoscience.epfl.ch/record/111698
This paper presents the results of six tests on R/C bridge cantilever slabs without shear reinforcement subjected to concentrated loading. The specimens represent actual deck slabs of box-girder bridges scaled 3/4. They were 10mlong with a clear cant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::919ebecab6ed69d3a34d87e042bd9a83
https://infoscience.epfl.ch/record/121521
https://infoscience.epfl.ch/record/121521
Ce rapport présente une étude sur le dimensionnement et la vérification des dalles de roulement des ponts routiers en béton armé. L’étude commence par une description des modes de ruptures possibles dus aux charges agissantes sur la dalle et
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::11ffaaa394dfc2ba4e890f500525dfeb
https://infoscience.epfl.ch/record/141322
https://infoscience.epfl.ch/record/141322
To improve the reduced available experimental data on the load capacity of full scale bridge deck slabs, 3 tests on a large scale bridge cantilever (10 x 4.2 m) were done. The cantilevers were tested under 4, 2 and 1 concentrated loads simulating tra
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::955ac3850697b6fcd9a6afaf666f4fb5
https://infoscience.epfl.ch/record/111709
https://infoscience.epfl.ch/record/111709