Browsing by Author "Jácome Villacrés Dorian Leonardo"

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    Diseño de una estructura de montaje para puentes atirantados de losa de concreto sobre vigas de acero
    (Magister en Ingeniería Civil con mención en Estructuras Metálicas, 2025) Jácome Villacrés Dorian Leonardo; Peñafiel Valla Lourdes Gabriela
    Cable-stayed bridges are a highly effective solution for overcoming largespan geographical features. In Ecuador, the implementation of this type of bridge is relatively new, and the construction of these bridges has provided many valuable experiences for those involved in their construction. This paper describes the analysis of a construction method for the superstructure of a cable-stayed concrete slab bridge on steel beams and the design of an assembly structure that facilitates the execution of this type of bridge regardless of the type of accident the bridge must overcome. It compiles information from documented experiences in similar projects and extracts its main ideas, which will serve as the basis for the design of the assembly structure proposed in this thesis. The result is a structure with adequate member design, with the most stressed member operating at 90% of its capacity under the most critical operating condition. This concludes that the structure is safe for the operation for which it was designed and can be built in Ecuador.
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    Diseño de una estructura de montaje para puentes atirantados de losa de concreto sobre vigas de acero
    (Magister en Ingeniería Civil con mención en Estructuras Metálicas, 2025) Jácome Villacrés Dorian Leonardo; Peñafiel Valla, Lourdes Gabriela
    Cable-stayed bridges are a highly effective solution for overcoming largespan geographical features. In Ecuador, the implementation of this type of bridge is relatively new, and the construction of these bridges has provided many valuable experiences for those involved in their construction. This paper describes the analysis of a construction method for the superstructure of a cable-stayed concrete slab bridge on steel beams and the design of an assembly structure that facilitates the execution of this type of bridge regardless of the type of accident the bridge must overcome. It compiles information from documented experiences in similar projects and extracts its main ideas, which will serve as the basis for the design of the assembly structure proposed in this thesis. The result is a structure with adequate member design, with the most stressed member operating at 90% of its capacity under the most critical operating condition. This concludes that the structure is safe for the operation for which it was designed and can be built in Ecuador.