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Hans I. Archundia-Aranda ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Tena-Colunga, Arturo / Hernández-Márquez, Obed / Archundia-Aranda, Hans I. (2020): Strengthening of reinforced concrete prismatic and haunched beams using light jacketing. In: Journal of Building Engineering, v. 32 (November 2020).

    https://doi.org/10.1016/j.jobe.2020.101757

  2. Tena-Colunga, Arturo / Archundia-Aranda, Hans I. / Urbina-Californias, Luis Angel (2020): Equations for Shear Design of Continuous Reinforced-Concrete Haunched Beams Based on Stress Fields and Truss Models. In: Practice Periodical on Structural Design and Construction, v. 25, n. 3 (August 2020).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000482

  3. Tena-Colunga, Arturo / Urbina-Californias, Luis Angel / Archundia-Aranda, Hans I. (2017): Cyclic behavior of continuous reinforced concrete haunched beams with transverse reinforcement designed to fail in shear. In: Construction and Building Materials, v. 151 (Oktober 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.05.123

  4. Archundia-Aranda, Hans I. / Tena-Colunga, Arturo / Grande-Vega, Alejandro (2013): Behavior of reinforced concrete haunched beams subjected to cyclic shear loading. In: Engineering Structures, v. 49 (April 2013).

    https://doi.org/10.1016/j.engstruct.2012.10.037

  5. Tena-Colunga, Arturo / Archundia-Aranda, Hans I. / González-Cuevas, Óscar M. (2008): Behavior of reinforced concrete haunched beams subjected to static shear loading. In: Engineering Structures, v. 30, n. 2 (Februar 2008).

    https://doi.org/10.1016/j.engstruct.2007.04.017

  6. Tena-Colunga, Arturo / Urbina-Californias, Luis Angel / Archundia-Aranda, Hans I. (2017): Assessment of the shear strength of continuous reinforced concrete haunched beams based upon cyclic testing. In: Journal of Building Engineering, v. 11 (Mai 2017).

    https://doi.org/10.1016/j.jobe.2017.04.018

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