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Items where Author is "Ferreira, F. P. V."

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Rabi, M., Jweihan, Y. S., Abarkan, I. , Ferreira, F. P. V., Shamass, R., Limbachiya, V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Pinho Santos, L. F. (2024). Machine learning-driven web-post buckling resistance prediction for high-strength steel beams with elliptically-based web openings. Results in Engineering, 21, article number 101749. doi: 10.1016/j.rineng.2024.101749

Tsavdaridis, K. ORCID: 0000-0001-8349-3979, Giaralis, A. ORCID: 0000-0002-2952-1171, Wang, Z. & Ferreira, F. P. V. (2024). Vibration Response of Ultra-Shallow Floor Beam (USFB) Composite Floors. Proceedings of the Institution of Civil Engineers: Structures and Buildings,

Ferreira, F. P. V., Shamass, R., Santos, L. F. P. , Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & Limbachiya, V. (2023). Web-Post Buckling Prediction Resistance for Perforated High-Strength Steel Beams with Elliptically-Based Web Openings. Structures, 55, pp. 245-262. doi: 10.1016/j.istruc.2023.05.139

Pereira Júnior, S. E., Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 & De Nardin, S. (2023). Flexural behavior of steel-concrete ultra-shallow floor beams (USFBs) with precast hollow-core slab. Engineering Structures, 278, article number 115524. doi: 10.1016/j.engstruct.2022.115524

Shaheen, M., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Ferreira, F. P. V. & Cunningham, L. S. (2023). Rotational capacity of exposed base plate connections with various configurations of anchor rod sleeves. Journal of Constructional Steel Research, 201, article number 107754. doi: 10.1016/j.jcsr.2022.107754

Shamass, R., Ferreira, F. P. V., Limbachiya, V. , Santos, L. F. P. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). Web-Post Buckling Prediction Resistance of Steel Beams with Elliptically-Based Web Openings using Artificial Neural Networks (ANN). Thin Walled Structures, 180, article number 109959. doi: 10.1016/j.tws.2022.109959

Ferreira, F. P. V., Shamass, R., Santos, L. F. P. , Limbachiya, V. & Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979 (2022). EC3 design of web-post buckling resistance for perforated steel beams with elliptically-based web openings. Thin-Walled Structures, 175, article number 109196. doi: 10.1016/j.tws.2022.109196

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. & De Nardin, S. (2021). Composite action on web-post buckling shear resistance of composite cellular beams with PCHCS and PCHCSCT. Engineering Structures, 246, article number 113065. doi: 10.1016/j.engstruct.2021.113065

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. & De Nardin, S. (2021). Ultimate strength prediction of steel–concrete composite cellular beams with PCHCS. Engineering Structures, 236, article number 112082. doi: 10.1016/j.engstruct.2021.112082

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. & De Nardin, S. (2021). Buckling and post-buckling analyses of composite cellular beams. Composite Structures, 262, article number 113616. doi: 10.1016/j.compstruct.2021.113616

Ferreira, F. P. V., Tsavdaridis, K. D. ORCID: 0000-0001-8349-3979, Martins, C. H. & De Nardin, S. (2021). Steel-concrete-composite beams with precast hollow-core slabs: A sustainable solution. Sustainability, 13(8), article number 4230. doi: 10.3390/su13084230

This list was generated on Wed Apr 24 03:33:58 2024 UTC.