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Bardales, H., (2014). Conservación de puentes de piedra en el Perú: criterios para su intervención estructural [Tesis, Pontificia Universidad Católica del Perú]. http://hdl.handle.net/20.500.12404/5268
Bardales, H., Conservación de puentes de piedra en el Perú: criterios para su intervención estructural [Tesis]. PE: Pontificia Universidad Católica del Perú; 2014. http://hdl.handle.net/20.500.12404/5268
@mastersthesis{renati/13103,
title = "Conservación de puentes de piedra en el Perú: criterios para su intervención estructural",
author = "Bardales Salazar, Héctor Aldo",
publisher = "Pontificia Universidad Católica del Perú",
year = "2014"
}
Title: Conservación de puentes de piedra en el Perú: criterios para su intervención estructural
Authors(s): Bardales Salazar, Héctor Aldo
Advisor(s): Torrealva Dávila, Daniel Enrique
OCDE field: https://purl.org/pe-repo/ocde/ford#2.01.01
Issue Date: 22-Apr-2014
Institution: Pontificia Universidad Católica del Perú
Abstract: Los puentes de mampostería de piedra o ladrillo forman una parte importante del
patrimonio arquitectónico del Perú. Aunque no muy numerosos su importancia radica en
que representan el estado del arte de la ingeniería de aquel entonces, los cuales en
muchos casos se siguen utilizando hasta nuestros días, como es el caso de varios
puentes ubicados en las ciudades de Lima, Arequipa, Huánuco, etc.
En el presente trabajo de Tesis se describe el proceso de evaluación estructural al
Puente Trujillo o Puente de Piedra, ubicado en el centro histórico de la ciudad de Lima y
construido a inicios del siglo XVII, con el fin de conocer su comportamiento estructural y
sugerir una adecuada intervención, así como promover una cultura de conservación.
La metodología expuesta a continuación nos muestra el desarrollo de la
evaluación estructural en base a las cartas internacionales en monumentos históricos, al
conocimiento histórico, la geometría, los materiales y la forma constructiva. Usando la
teoría de los elementos finitos se desarrolló un modelo tridimensional del puente,
aplicando al modelo un análisis estático lineal, un análisis modal, un análisis sísmico
estático y un análisis frente a una sobrecarga vehicular. Siendo esencial los dos primeros
análisis para obtener el comportamiento global de la estructura.
The bridges of stone or brick masonry are an important part of the architectural heritage of Peru. Although they aren’t very numerous, its importance focuses in representing the art’s state of engineering that time, which in many cases are still used to this day, as is the case of several bridges located in the cities of Lima, Arequipa, Huánuco etc. This thesis’s work describes the structural evaluation process to Trujillo Bridge or known as Stone Bridge, located in the historic center of the Lima city and built in the early seventeenth century, in order to know its structural behavior and suggest an appropriate intervention, so as promote an education of conservation. The methodology described to following shows us the development of the structural evaluation based on international charters of historical monuments, historical knowledge, geometry, materials and type of construction. The finite element theory was used for development a three dimensional model from the bridge, applying to model a linear static analysis, a modal analysis, a seismic static analysis and a vehicular overload analysis. The first two analyzes are essential for getting the global behavior of the structure.
The bridges of stone or brick masonry are an important part of the architectural heritage of Peru. Although they aren’t very numerous, its importance focuses in representing the art’s state of engineering that time, which in many cases are still used to this day, as is the case of several bridges located in the cities of Lima, Arequipa, Huánuco etc. This thesis’s work describes the structural evaluation process to Trujillo Bridge or known as Stone Bridge, located in the historic center of the Lima city and built in the early seventeenth century, in order to know its structural behavior and suggest an appropriate intervention, so as promote an education of conservation. The methodology described to following shows us the development of the structural evaluation based on international charters of historical monuments, historical knowledge, geometry, materials and type of construction. The finite element theory was used for development a three dimensional model from the bridge, applying to model a linear static analysis, a modal analysis, a seismic static analysis and a vehicular overload analysis. The first two analyzes are essential for getting the global behavior of the structure.
Link to repository: http://hdl.handle.net/20.500.12404/5268
Discipline: Ingeniería Civil
Grade or title grantor: Pontificia Universidad Católica del Perú. Escuela de Posgrado
Grade or title: Maestro en Ingeniería Civil
Register date: 22-Apr-2014
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