Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Hugues Somja"'
Autor:
Hugues Somja, Pisey Keo
Publikováno v:
Design of Hybrid Structures ISBN: 9781003149811
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b7d6a0f42ca10a56e781eb2ce27f610
https://doi.org/10.1201/9781003149811-3
https://doi.org/10.1201/9781003149811-3
Publikováno v:
European Journal of Environmental and Civil Engineering
European Journal of Environmental and Civil Engineering, 2023, ⟨10.1080/19648189.2023.2194351⟩
European Journal of Environmental and Civil Engineering, 2023, ⟨10.1080/19648189.2023.2194351⟩
International audience; This paper presents an experimental study on the behaviour of notched connectors with a dovetail shape. A series of three symmetrical push-out tests on connection specimens and a series of two full-scale flexural tests on slab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::48c2379e2bb2e5cf7b70bd65328e679d
https://hal.science/hal-04087976
https://hal.science/hal-04087976
Publikováno v:
SSRN Electronic Journal.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eed7c15fa49158ff5f42fa4a64bd3973
https://doi.org/10.2139/ssrn.4112748
https://doi.org/10.2139/ssrn.4112748
Publikováno v:
Engineering Structures
Engineering Structures, 2023, 278, pp.115360. ⟨10.1016/j.engstruct.2022.115360⟩
Engineering Structures, 2023, 278, pp.115360. ⟨10.1016/j.engstruct.2022.115360⟩
International audience; This paper presents a study on the influence of partial shear connection on the behaviour of the U-shaped steel concrete beams (USCB) with L-shaped shear connectors. An experimental campaign of three full-scale experimental te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b803cc0dd4431a531b9ea3645054e8a7
https://doi.org/10.1016/j.engstruct.2022.115360
https://doi.org/10.1016/j.engstruct.2022.115360
Publikováno v:
Acta Mechanica
Acta Mechanica, 2021, 232 (7), pp.2635-2658. ⟨10.1007/s00707-021-02966-x⟩
Acta Mechanica, Springer Verlag, 2021, ⟨10.1007/s00707-021-02966-x⟩
Acta Mechanica, 2021, 232 (7), pp.2635-2658. ⟨10.1007/s00707-021-02966-x⟩
Acta Mechanica, Springer Verlag, 2021, ⟨10.1007/s00707-021-02966-x⟩
International audience; An enhanced multi-fiber beam-column element suitable for the analysis of reinforced concrete members including the torsional effect is presented in this paper. The model is developed based on displacement formulation with the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c6bbb95aea002ce7d06204ebcfd220ba
https://hal.science/hal-03245303
https://hal.science/hal-03245303
Publikováno v:
Structures
Structures, Institution of Structural Engineers-Elsevier, 2019, 21, pp.55-74. ⟨10.1016/j.istruc.2019.04.016⟩
Structures, 2019, 21, pp.55-74. ⟨10.1016/j.istruc.2019.04.016⟩
Structures, Institution of Structural Engineers-Elsevier, 2019, 21, pp.55-74. ⟨10.1016/j.istruc.2019.04.016⟩
Structures, 2019, 21, pp.55-74. ⟨10.1016/j.istruc.2019.04.016⟩
In achieving medium-to-long span slab, steel-concrete composite beams may offer an alternative over pre-stressed beams for the so-called disadvantages of the latter; for example the heavy weight of pre-stressed beams makes their handling expansive. H
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c6c29af8b5301659d97df3463950829b
https://doi.org/10.1016/j.istruc.2019.04.016
https://doi.org/10.1016/j.istruc.2019.04.016
Publikováno v:
International Journal for Numerical Methods in Engineering
International Journal for Numerical Methods in Engineering, Wiley, In press, ⟨10.1002/nme.6862⟩
International Journal for Numerical Methods in Engineering, 2022, 123 (2), pp.444-464. ⟨10.1002/nme.6862⟩
International Journal for Numerical Methods in Engineering, Wiley, In press, ⟨10.1002/nme.6862⟩
International Journal for Numerical Methods in Engineering, 2022, 123 (2), pp.444-464. ⟨10.1002/nme.6862⟩
International audience; This article describes a novel equilibrium-based geometrically exact beam finite element formulation. First, the spatial position and rotation fields are interpolated by nonlinear configuration-dependent functions that enforce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::58575220e23f8b4479fc7cc70d45dd86
https://hal.archives-ouvertes.fr/hal-03433434/document
https://hal.archives-ouvertes.fr/hal-03433434/document
Caractérisation expérimentale du comportement statique d’une connexion hybride acier-béton innovante
Le niveau d’exigence de performance thermique dans les bâtiments a considérablement augmenté au cours des vingt dernières années. Par conséquent, la mise en oeuvre d’une isolation importante et le traitement des ponts thermiques sont devenu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67b3dbb99af74788564a8e39ead6afb1
Publikováno v:
Journal of Constructional Steel Research
Journal of Constructional Steel Research, Elsevier, 2020, 175, pp.106322. ⟨10.1016/j.jcsr.2020.106322⟩
Journal of Constructional Steel Research, 2020, 175, pp.106322. ⟨10.1016/j.jcsr.2020.106322⟩
Journal of Constructional Steel Research, Elsevier, 2020, 175, pp.106322. ⟨10.1016/j.jcsr.2020.106322⟩
Journal of Constructional Steel Research, 2020, 175, pp.106322. ⟨10.1016/j.jcsr.2020.106322⟩
International audience; A new type of U-shaped steel-concrete beams (USCB) using L-angle shear connectors was recently proposed as an alternative solution for long-span structures. In a specific portal frame configuration used in a recent building, t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::21408cbb48494354834bdafe94b438b2
https://hal.archives-ouvertes.fr/hal-02960421
https://hal.archives-ouvertes.fr/hal-02960421
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811508011
An enhanced multi-fiber beam element suitable for the analysis of reinforced concrete members subjected to combined loadings is presented. The model is developed using displacement-based formulation with small displacement assumption. The section kin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44e9fe16276dd9b5dda740be87464a08
https://doi.org/10.1007/978-981-15-0802-8_24
https://doi.org/10.1007/978-981-15-0802-8_24