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