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Publicité

Carlos Graciano ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Loaiza, Nelson / Graciano, Carlos / Chacón, Rolando (2018): Web Crippling Strength of Longitudinally Stiffened Steel Plate Girder Webs Subjected to Concentrated Loading. Dans: Engineering Journal, v. 55, n. 3 (septembre 2018).

    https://doi.org/10.62913/engj.v55i3.1133

  2. Casanova, Euro / Graciano, Carlos / Chacón, Rolando (2022): Patch loading resistance of steel plate girders stiffened with triangular cell flanges. Dans: Structures, v. 38 (avril 2022).

    https://doi.org/10.1016/j.istruc.2022.02.065

  3. Graciano, Carlos / Kurtoğlu, Ahmet Emin / Casanova, Euro (2021): Machine learning approach for predicting the patch load resistance of slender austenitic stainless steel girders. Dans: Structures, v. 30 (avril 2021).

    https://doi.org/10.1016/j.istruc.2021.01.012

  4. Senior-Arrieta, Vanessa / Graciano, Carlos (2021): Experimental investigation on the rutting resistance of permeable friction courses. Dans: Construction and Building Materials, v. 268 (janvier 2021).

    https://doi.org/10.1016/j.conbuildmat.2020.121210

  5. Graciano, Carlos / González-Góez, Miguel / Orozco, David (2021): Elastic buckling analysis of plate girders stiffened with triangular cell flanges under patch loading. Dans: Structures, v. 29 (février 2021).

    https://doi.org/10.1016/j.istruc.2020.11.076

  6. Graciano, Carlos / Loaiza, Nelson (2019): A novel approach for elastic buckling loads in longitudinally stiffened webs subjected to patch loading. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).

    https://doi.org/10.1002/cepa.1096

  7. Graciano, Carlos (2015): Patch loading resistance of longitudinally stiffened girders – A systematic review. Dans: Thin-Walled Structures, v. 95 (octobre 2015).

    https://doi.org/10.1016/j.tws.2015.06.007

  8. Zapata, Luis M. / Graciano, Carlos / Zapata-Medina, David G. (2017): Ultimate strength of transversal T-branch plate-to-CHS connections under compression. Dans: Thin-Walled Structures, v. 112 (mars 2017).

    https://doi.org/10.1016/j.tws.2016.12.019

  9. Loaiza, Nelson / Graciano, Carlos / Casanova, Euro (2019): Web slenderness for longitudinally stiffened I-girders subjected to patch loading. Dans: Journal of Constructional Steel Research, v. 162 (novembre 2019).

    https://doi.org/10.1016/j.jcsr.2019.105737

  10. Graciano, Carlos / Loaiza, Nelson / Casanova, Euro (2019): Resistance of slender austenitic stainless steel I- girders subjected to patch loading. Dans: Structures, v. 20 (août 2019).

    https://doi.org/10.1016/j.istruc.2019.07.008

  11. Vu, Quang-Viet / Truong, Viet-Hung / Papazafeiropoulos, George / Graciano, Carlos / Kim, Seung-Eock (2019): Bend-buckling strength of steel plates with multiple longitudinal stiffeners. Dans: Journal of Constructional Steel Research, v. 158 (juillet 2019).

    https://doi.org/10.1016/j.jcsr.2019.03.006

  12. Graciano, Carlos / Johansson, Bernt (2003): Resistance of longitudinally stiffened I-girders subjected to concentrated loads. Dans: Journal of Constructional Steel Research, v. 59, n. 5 (mai 2003).

    https://doi.org/10.1016/s0143-974x(02)00046-9

  13. Graciano, Carlos / Lagerqvist, Ove (2003): Critical buckling of longitudinally stiffened webs subjected to compressive edge loads. Dans: Journal of Constructional Steel Research, v. 59, n. 9 (septembre 2003).

    https://doi.org/10.1016/s0143-974x(03)00055-5

  14. Graciano, Carlos / Casanova, Euro (2005): Ultimate strength of longitudinally stiffened I-girder webs subjected to combined patch loading and bending. Dans: Journal of Constructional Steel Research, v. 61, n. 1 (janvier 2005).

    https://doi.org/10.1016/j.jcsr.2004.07.006

  15. Graciano, Carlos / Uribe-Henao, A. Felipe (2014): Strength of steel I-girders subjected to eccentric patch loading. Dans: Engineering Structures, v. 79 (novembre 2014).

    https://doi.org/10.1016/j.engstruct.2014.08.031

  16. Graciano, Carlos (2005): Strength of Longitudinally Stiffened Webs Subjected to Concentrated Loading. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 2 (février 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:2(268)

  17. Zapata, Luis Miguel / Graciano, Carlos (2017): 03.24: Compressive strength of transverse and longitudinal T-type branch plate-to-circular hollow section connections. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

    https://doi.org/10.1002/cepa.108

  18. Loaiza, Nelson / Graciano, Carlos / Chacón, Rolando / Casanova, Euro (2017): 16.23: A comparative analysis of longitudinal stiffener cross-section for slender I-girders subjected to patch loading. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

    https://doi.org/10.1002/cepa.480

  19. Loaiza, Nelson / Graciano, Carlos / Chacón, Rolando / Casanova, Euro (2017): 16.20: Influence of bearing length on the patch loading resistance of multiple longitudinally stiffened webs. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

    https://doi.org/10.1002/cepa.477

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