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Carlos Graciano ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Loaiza, Nelson / Graciano, Carlos / Chacón, Rolando (2018): Web Crippling Strength of Longitudinally Stiffened Steel Plate Girder Webs Subjected to Concentrated Loading. In: Engineering Journal, v. 55, n. 3 (September 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. In: Structures, v. 38 (April 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. In: Structures, v. 30 (April 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. In: Construction and Building Materials, v. 268 (January 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. In: Structures, v. 29 (February 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. In: ce/papers, v. 3, n. 3-4 (September 2019).

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

  7. Graciano, Carlos (2015): Patch loading resistance of longitudinally stiffened girders – A systematic review. In: Thin-Walled Structures, v. 95 (October 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. In: Thin-Walled Structures, v. 112 (March 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. In: Journal of Constructional Steel Research, v. 162 (November 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. In: Structures, v. 20 (August 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. In: Journal of Constructional Steel Research, v. 158 (July 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. In: Journal of Constructional Steel Research, v. 59, n. 5 (May 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. In: Journal of Constructional Steel Research, v. 59, n. 9 (September 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. In: Journal of Constructional Steel Research, v. 61, n. 1 (January 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. In: Engineering Structures, v. 79 (November 2014).

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

  16. Graciano, Carlos (2005): Strength of Longitudinally Stiffened Webs Subjected to Concentrated Loading. In: Journal of Structural Engineering (ASCE), v. 131, n. 2 (February 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. In: ce/papers, v. 1, n. 2-3 (September 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. In: ce/papers, v. 1, n. 2-3 (September 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. In: ce/papers, v. 1, n. 2-3 (September 2017).

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

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