Trabajos de Titulación - Sede Azogues - Ingeniería Civil
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Examinando Trabajos de Titulación - Sede Azogues - Ingeniería Civil por Asesores "Gamón Torres, Roberto"
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- ÍtemAcceso AbiertoAnálisis comparativo de una vivienda de hormigón armado con sistema aporticado y una vivienda de mampostería estructural(Universidad Católica de Cuenca., 2018) Idrovo Pesántez, Mónica Jessenia; Gamón Torres, Roberto; 0302238019; ., .This work proposes a constructive technical analysis for a House with Reinforced Concrete with an Infrastructure System and a House with Structural Masonry, in which will include the characteristics of the structural members (flagstone, beams, columns) type of materials that will be used, also technical specifications are involved and rules to be used for each of them. In the same way, the modeling will be carried out in the necessary software to complete the design of the proposed home and/or find the best constructive alternative.
- ÍtemAcceso AbiertoAnálisis comparativo del comportamiento y costos de los sistemas constructivos pórticos resistentes a momento y muros de corte en hormigón armado(Universidad Católica de Cuenca., 2018) Mora Cabrera, Juan Carlos; Gamón Torres, Roberto; 0302400783; ., .This degree work is based on a comparative analysis of the building systems walls and a moment resisting porch, considering drifts of floor, torsion and direct and indirect costs. This work has 5 chapters which are: In chapter I objectives, justification, methodology, hypothesis, art history and study generalities are presented, which are fundamental for its developing. In chapter II the design bases, regulations and to codes to use, the analysis of live and dead loads (weights) their combinations, the parameters used for the static equivalent analysis (design spectrum, basal cutting, vibration period, etc.) are described. In chapter III the building geometry is presented, an analysis and structural design of the reinforce concrete 6-stoty buildings were made using the wall and moment resisting porch systems was performed supporting on an equivalent static analysis applied according to the Ecuadorian Construction Rule NEC-15 and ACI 318-14 Code for the design of stairs, beams, columns, concrete slabs, section walls, footings. Using the Etabs software for simulation focusing on its structural behavior. On base of the results, the inelastic drift and the torsion system of constructive moment resisting porch was compared with construction system of section walls. On chapter IV on based of the results of design a costs study was developed, and applied to the type of structures, where the economic aspect was compared considering the direct and indirect costs and the others which come from the damages and reparation. In chapter V conclusions and recommendations are detailed, it emphasizes that the section wall system in comparison with the constructive moment resisting porch system provides the reduction of floor drift and torsion. Also, the section wall system has less cost by damages and reparation, but the cutting wall system has an increase of 2,43%, but this percentage is not relevant keeping in mind the security that provides. It is advisable continue comparing these structural systems using buildings with elevation variation and level, to use the section wall system in seismic zones with high acceleration.
- ÍtemAcceso AbiertoAnálisis comparativo técnico económico de un edificio de hasta siete niveles utilizando hormigón armado y acero estructural(Universidad Católica de Cuenca., 2018) González González, Karina Fernanda; Gamón Torres, Roberto; 0302679618; ., .The present investigation has by objective the technical economic analysis of a structure projected for residential use. In the design of this edifice, variables were considered such as, the type of material being this the reinforced concrete and structural steel, also the number of floors of up to seven levels, the same that were utilized to obtain different structures with comparable designs. The program ETABS was used for the modeling and structural analysis of the edifices, through which it was emphasized in the fulfilment of the seismic resistance norms valid in Ecuador, with the designs obtained previously an analysis of unit prices has been made to obtain the cost of every alternative, within which considered aspects like material, labor and equipment; as a result of this process it was observed that the alternative in structural steel is more economical with regard to structural steel.
- ÍtemAcceso AbiertoDiseño de la superestructura en hormigón pretensado y acero de un puente en la Av. Aurelio Jaramillo, ciudad de Azogues(Universidad Católica de Cuenca., 2019) Cevallos Contreras, Mary José; Gamón Torres, Roberto; 0301711909; ., .n the city of Azogues. between Av. Ignacio Neira and Andrés F. Córdova, on Av. Aurelio Jararnillo is located on a bridge, which presents discomfort due to vibrations that occur in the superstructure. From the direct deductive method applied in the present titling work, it is intended to carry out an improvement of the bridge's superstructure, which is carried out through the approach of two design proposals, the first consisting of metal beams and the second of metal beams. reinforced concrete and subsequently a comparative economic analysis was carried out. The main advantage of the two types of materials is the ability to overcome obstacles through large spans, these designs They were carried out following the regulations and technical aspects with which a more rational design is guaranteed, in terms of cost-benefit. Due to the prices that exist in our environment for steel, the use of prestressed concrete for the construction of the bridge under study is more economical.
- ÍtemAcceso AbiertoDiseño y análisis técnico económico de una edificación multifamiliar con disipadores de energía histeréticos por fluencia de metales frente a un posible sismo severo(Universidad Católica de Cuenca., 2018) González Amendaño, Anabel Gabriela; Gamón Torres, Roberto; 0302458716; ., .The present work contains the design and technical economic analysis from a multifamily housing with and without hystereticps energy dissipaters type ADAS which has three floors, its structural elements are made of ASTM 36 Steel (beams and columns). The housing with and without dissipaters was subjected to an earthquake with the features from one of the areas of high probability of seismic risk in Ecuador like it is the case of Manabi which is inside zone 6, the building with and without ADAS dissipaters fulfills the established parameters in the Ecuadorian Construction Norm (NEC). The ADAS dissipaters were placed in the building together with its supports (diagonals) in such a way that they dissipate energy that is induced by an earthquake, trying to avoid the housing collapse or severe damage of it. In the structure with and without dissipaters was applied a static and dynamic linear spectral modal analysis, then was compared its behavior, costs and obtained displacements in both cases.