Bibliographic citations
Ibañez, L., Mendo, K. (2019). Diseño estructural de un estacionamiento subterráneo utilizando barras de GFRP (polímero reforzado con fibra de vidrio) en la plazuela gonzales prada en la ciudad de Trujillo - la libertad. [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/4777
Ibañez, L., Mendo, K. Diseño estructural de un estacionamiento subterráneo utilizando barras de GFRP (polímero reforzado con fibra de vidrio) en la plazuela gonzales prada en la ciudad de Trujillo - la libertad. [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/4777
@misc{renati/378536,
title = "Diseño estructural de un estacionamiento subterráneo utilizando barras de GFRP (polímero reforzado con fibra de vidrio) en la plazuela gonzales prada en la ciudad de Trujillo - la libertad.",
author = "Mendo Flores, Kevin Ayrton",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The objective of this thesis is the structural design of a Reinforced Concrete Underground Parking with GFRP bars, with two basements and a park on the structure, located in La Plazuela Gonzales Prada (Ex-Malvinas), in the District of Trujillo and Province of Trujillo department La Libertad, likewise to publicize the design procedures with GFRP with the ACI 440.1R Standard, and to scrutinize its feasibility in the design of the elements of the different structural elements having as reinforcement the bars of “Polymer Reinforced with Fiber of glass“; consequently develop the calculation sheets for the structural design using the GFRP bars. The structural design has been developed from an architectural design made in an area 50 m x 49 m (2450 m 2 approx.); on a floor of profile type S2 (carrying capacity of 3.43 kg / cm ^ 3). As for the structural system of the building is confirmed by reinforced concrete structural walls (Cut walls or plates), located in the area of stairs, elevators, and in the basement walls around the perimeter of the project; as well as columns and beams. For the flooring system, solid slabs were used in two directions, which function as a rigid diaphragm at each level of the building. The foundation is made up of insulated footings. The parking is projected on an irregular ground floor, whose shape can be seen in Figure No. 1. The roofed area is distributed in two basements that are intended for the use of parking lots; However, logically, the slab of the second basement will serve as cover for the vehicles that are there, and will receive the loads coming from the vehicles of the first basement; However, the slab of the first basement, whose level will be at -0.40 m from N.T.N. will have the function of receiving charges from the garden or park, and pedestrians, whose charges are computed in the Standard E 020 of the RNE. For the analysis of both gravity loads and seismic loads, a 3D model was used in the ETABS program, in which the slabs were represented as rigid diaphragms with 3 degrees of freedom, however, for the assignment of the load combinations used the proposed in ACI 318 and ACI 440.1R; Since this design standard establishes load combinations different from the Peruvian standard.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.