Bibliographic citations
Huamán, J., Ochante, D. (2022). Determinación del tipo de superestructura de un puente mediante un análisis comparativo en la reducción del tiempo del proceso constructivo y el costo integral mediante el uso de la metodología BrIM, en la Panamericana Norte [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/659715
Huamán, J., Ochante, D. Determinación del tipo de superestructura de un puente mediante un análisis comparativo en la reducción del tiempo del proceso constructivo y el costo integral mediante el uso de la metodología BrIM, en la Panamericana Norte [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2022. http://hdl.handle.net/10757/659715
@misc{renati/1292061,
title = "Determinación del tipo de superestructura de un puente mediante un análisis comparativo en la reducción del tiempo del proceso constructivo y el costo integral mediante el uso de la metodología BrIM, en la Panamericana Norte",
author = "Ochante Chate, David Crispin",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2022"
}
The climatic changes caused by the El Niño Phenomenon of 2017 have caused the collapse of a large number of bridges in Peru. Large sums of money are used for construction and maintenance, which is why importance should be taken in the construction processes to make efficient use of the large amount of money to be used to materialize these projects. This research will show the difference in cost and time through a simulation with the Bridge Information Modeling (BrIM) methodology. This methodology integrates information in a visual model which will serve as a tool for planning the construction of the superstructure of a bridge. This approach will study the construction of prestressed concrete and steel beams; and slabs by in-situ casting and precast slabs. Likewise, the maintenance costs required by each alternative will be differentiated, thus determining a structural system that optimizes the use of economic resources and the time frame for the construction of the superstructure. As a result, the integral cost and construction time of the ideal superstructure for the case study is obtained.
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