Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Samy Guezouli"'
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 5, Iss 4, Pp 207-217 (2010)
The present paper is concerned with the elastic design optimisation of continuous composite beams. This optimisation is based on the analysis of the beam in the inelastic range including the concrete creep and shrinkage, the tension stiffening and te
Externí odkaz:
https://doaj.org/article/5892185d30e2440fa0b2cdabc7c0b70a
Publikováno v:
Engineering Computations
Engineering Computations, 2023, 40 (1), pp.265-295. ⟨10.1108/EC-02-2022-0059⟩
Engineering Computations, 2023, 40 (1), pp.265-295. ⟨10.1108/EC-02-2022-0059⟩
PurposeThis article presents a geometrically non-linear finite element formulation for the analysis of planar two-layer beam-columns taking into account the inter-layer slip and uplift.Design/methodology/approachThe co-rotational method is adopted, i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c24bd00e186c2c30f390a48e1449fd10
https://hal.science/hal-04011325
https://hal.science/hal-04011325
Publikováno v:
Journal of Mechanical Science and Technology. 33:591-601
In order to estimate the seismic demand by using the nonlinear static procedure, different approximate methods have been developed. One of the most useful methods is called displacement coefficient method (DCM), which is based on some modification fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18b547a3ca5a2703bab342267e596ffa
https://doi.org/10.1007/s12206-019-0113-8
https://doi.org/10.1007/s12206-019-0113-8
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811580789
This paper present a new semi-analytical approach aims to estimating the inelastic deformation ratio for SDOF bilinear systems. The new proposed approach combines both the inelastic and elastic maximum lateral displacement demands instead of combinin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cef4bc2e2ccc01b982af7788adb9e92
https://doi.org/10.1007/978-981-15-8079-6_79
https://doi.org/10.1007/978-981-15-8079-6_79
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2017, 151, pp.188-205. ⟨10.1016/j.engstruct.2017.07.085⟩
Engineering Structures, 2017, 151, pp.188-205. ⟨10.1016/j.engstruct.2017.07.085⟩
Engineering Structures, Elsevier, 2017, 151, pp.188-205. ⟨10.1016/j.engstruct.2017.07.085⟩
Engineering Structures, 2017, 151, pp.188-205. ⟨10.1016/j.engstruct.2017.07.085⟩
International audience; Slender elements in framed structures may undergo large displacement and experience highly nonlinear behavior. This paper presents a two-node co-rotational flexible beam with generalized elasto-plastic hinges at the beam ends.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::42ec780042e1c133921154cde1d7bd47
https://doi.org/10.1016/j.engstruct.2017.07.085
https://doi.org/10.1016/j.engstruct.2017.07.085
Autor:
Tetsuya Yabuki, Yasunori Arizumi, Tetsuhiro Shimozato, Samy Guezouli, Hiroaki Matsusita, Masayuki Tai
The main object of this paper is to present the research results of the development of a hybrid stainless steel girder system for bridge construction undertaken at University of Ryukyu. In order to prevent the corrosion damage and reduce the fabricat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4f93270ed334b7cb560ee5accc2b7c69
Publikováno v:
Structures
Structures, 2017, 11, pp.164-177. ⟨10.1016/j.istruc.2017.05.004⟩
Structures, Institution of Structural Engineers-Elsevier, 2017, 11, pp.164-177. ⟨10.1016/j.istruc.2017.05.004⟩
Structures, 2017, 11, pp.164-177. ⟨10.1016/j.istruc.2017.05.004⟩
Structures, Institution of Structural Engineers-Elsevier, 2017, 11, pp.164-177. ⟨10.1016/j.istruc.2017.05.004⟩
International audience; This paper deals with the analysis of a steel beam-to-column bolted end-plate connection subjected to cyclic loading. The proposed model consists of an improved component-based approach that closely follows the joint behavior.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c7e8fb4812d132d1dff187187cd45c13
https://univ-rennes.hal.science/hal-01617152/document
https://univ-rennes.hal.science/hal-01617152/document
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2013, pp.140-152. ⟨10.1016/j.engstruct.2013.02.021⟩
Engineering Structures, 2013, 52, pp.140-152. ⟨10.1016/j.engstruct.2013.02.021⟩
Engineering Structures, Elsevier, 2013, pp.140-152. ⟨10.1016/j.engstruct.2013.02.021⟩
Engineering Structures, 2013, 52, pp.140-152. ⟨10.1016/j.engstruct.2013.02.021⟩
International audience; The case of a push-out test specimen made of prefabricated slabs connected by means of grouped headed studs is investigated in this study. In order to analyse the behaviour of such a shear connection, an experimental study and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f7cd8f3e9acc123d7d8cdcb4546964f4
https://doi.org/10.1016/j.engstruct.2013.02.021
https://doi.org/10.1016/j.engstruct.2013.02.021
Autor:
Alain Lachal, Samy Guezouli
Publikováno v:
Engineering Structures
Engineering Structures, 2012, 40, pp.39-50. ⟨10.10.16/j.engstruct.2012.02.025⟩
Engineering Structures, Elsevier, 2012, pp.39-50. ⟨10.10.16/j.engstruct.2012.02.025⟩
Engineering Structures, 2012, 40, pp.39-50. ⟨10.10.16/j.engstruct.2012.02.025⟩
Engineering Structures, Elsevier, 2012, pp.39-50. ⟨10.10.16/j.engstruct.2012.02.025⟩
International audience; This paper proposes an accurate and efficient 2D nonlinear finite element model to investigate the mechanical behaviour of the shear connection between prefabricated concrete slab and steel girder in composite bridges. Beside
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3bba969b3586de71fc70e2ba08674a9a
https://doi.org/10.1016/j.engstruct.2012.02.025
https://doi.org/10.1016/j.engstruct.2012.02.025
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 5, Iss 4, Pp 207-217 (2010)
The Baltic Journal of Road and Bridge Engineering; Vol 5, No 4 (2010): The Baltic Journal of Road and Bridge Engineering; 207-217
The Baltic Journal of Road and Bridge Engineering; Vol 5, No 4 (2010): The Baltic Journal of Road and Bridge Engineering; 207-217
The present paper is concerned with the elastic design optimisation of continuous composite beams. This optimisation is based on the analysis of the beam in the inelastic range including the concrete creep and shrinkage, the tension stiffening and te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::afec9da8bfdcafcc8b51f4fd7b6db23f
https://bjrbe-journals.rtu.lv/article/view/3797
https://bjrbe-journals.rtu.lv/article/view/3797