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E. Bayo

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. Calvo, J. / Gracia, J. / Bayo, E. (2014): Aplicación web para el análisis y diseño de estructuras. In: Informes de la Construcción, v. 66 ( 2014).

    https://doi.org/10.3989/ic.13.075

  2. Serna, M. A. / Bayo, E. / Castillo, I. / Clemos, L. / Loureiro, A. (1998): A comparative study between eurocode 3 and NBE-EA-95 for standard steel construction. In: Journal of Constructional Steel Research, v. 46, n. 1-3 (April 1998).

    https://doi.org/10.1016/s0143-974x(98)00099-6

  3. Cabrero, J. M. / Bayo, E. (2007): The semi-rigidbehaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation. In: Journal of Constructional Steel Research, v. 63, n. 9 (September 2007).

    https://doi.org/10.1016/j.jcsr.2006.11.005

  4. Cabrero, J. M. / Bayo, E. (2007): The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation. In: Journal of Constructional Steel Research, v. 63, n. 9 (September 2007).

    https://doi.org/10.1016/j.jcsr.2006.11.004

  5. Cabrero, J. M. / Bayo, E. (2005): Development of practical design methods for steel structures with semi-rigid connections. In: Engineering Structures, v. 27, n. 8 (July 2005).

    https://doi.org/10.1016/j.engstruct.2005.02.017

  6. Bayo, E. / Cabrero, J. M. / Gil, B. (2006): An effective component-based method to model semi-rigid connections for the global analysis of steel and composite structures. In: Engineering Structures, v. 28, n. 1 (January 2006).

    https://doi.org/10.1016/j.engstruct.2005.08.001

  7. Hernández-Montes, E. / Jurado-Piña, R. / Bayo, E. (2006): Topological Mapping for Tension Structures. In: Journal of Structural Engineering (ASCE), v. 132, n. 6 (June 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:6(970)

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