MANUEL ALEJANDRO
FERNÁNDEZ RUIZ
Investigador en el període 2018-2018
Juan Francisco
Carbonell Marquez
Publicacions en què col·labora amb Juan Francisco Carbonell Marquez (13)
2024
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Control of geometry and stability of tensegrities in the Octahedron and X-Octahedron families
Computers and Structures, Vol. 305
2022
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Estimation of short-term deflection in RC beams using effective moments ofinertia
CMMost 2021: 6th International Conference on Mechanical Models in Structural Engineering
2020
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Residual capacity assessment of reinforced concrete D-Regions affected by corrosion
Construction and Building Materials, Vol. 263
2019
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Form finding of tensegrity structures based on families: The octahedron family
CMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering
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Octahedron family: The double-expanded octahedron tensegrity
International Journal of Solids and Structures, Vol. 165, pp. 1-13
2018
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Epoxy resin and ground tyre rubber replacement for cement in concrete: Compressive behaviour and durability properties
Construction and Building Materials, Vol. 173, pp. 49-57
2017
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Patterns of force:length ratios for the design of compression structures with inner ribs
Engineering Structures, Vol. 148, pp. 878-889
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Theoretical and experimental in-service long-term deflection response of symmetrically and non-symmetrically reinforced concrete piles
Archives of Civil and Mechanical Engineering, Vol. 17, Núm. 2, pp. 433-445
2016
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Procedure for the assessment of the residual capacity of corroded B-regions in RC structures
Construction and Building Materials, Vol. 121, pp. 519-534
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Theoretical and experimental short-term behavior of non-symmetrical wall pile retaining systems
Engineering Structures, Vol. 112, pp. 172-183
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Topological design of compression structures
Archive of Applied Mechanics, Vol. 86, Núm. 8, pp. 1495-1508
2014
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Asymmetrically reinforced concrete piles in earth retaining systems
Engineering for Progress, Nature and People
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Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2
Engineering Structures, Vol. 76, pp. 62-74