Publicacións nas que colabora con Juan Francisco Carbonell Marquez (13)

2024

  1. Control of geometry and stability of tensegrities in the Octahedron and X-Octahedron families

    Computers and Structures, Vol. 305

2022

  1. Estimation of short-term deflection in RC beams using effective moments ofinertia

    CMMost 2021: 6th International Conference on Mechanical Models in Structural Engineering

2020

  1. Residual capacity assessment of reinforced concrete D-Regions affected by corrosion

    Construction and Building Materials, Vol. 263

2019

  1. Form finding of tensegrity structures based on families: The octahedron family

    CMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering

  2. Octahedron family: The double-expanded octahedron tensegrity

    International Journal of Solids and Structures, Vol. 165, pp. 1-13

2018

  1. 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

  1. Patterns of force:length ratios for the design of compression structures with inner ribs

    Engineering Structures, Vol. 148, pp. 878-889

  2. 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

  1. Procedure for the assessment of the residual capacity of corroded B-regions in RC structures

    Construction and Building Materials, Vol. 121, pp. 519-534

  2. Theoretical and experimental short-term behavior of non-symmetrical wall pile retaining systems

    Engineering Structures, Vol. 112, pp. 172-183

  3. Topological design of compression structures

    Archive of Applied Mechanics, Vol. 86, Núm. 8, pp. 1495-1508

2014

  1. Asymmetrically reinforced concrete piles in earth retaining systems

    Engineering for Progress, Nature and People

  2. Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2

    Engineering Structures, Vol. 76, pp. 62-74