I. de Arteaga

I. de Arteaga
Universidad de Navarra | UNAV · Construcción Instalaciones y Estructuras

PhD

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16
Publications
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256
Citations

Publications

Publications (16)
Article
http://www.revistadyna.com/Articulos/Ficha.aspx?Cod=10051&CodArt=5F1F9183-B7 90-4FD7-A5BD-4014C14EC539
Article
Full-text available
https://authors.elsevier.com/a/1ZFi83O1E1GK0T (Share Link) Given the importance of geometry in structural analysis of masonry arches, and taking into account the relationship between stress and deformation, this article presents the influence of the elastic modulus in the collapse mechanism and load for the more common geometries within the masonr...
Article
Full-text available
This paper presents an analysis of economic and energy between a ground-coupled heat pump system and other available technologies, such as natural gas, biomass, and diesel, providing heating, ventilation, and air conditioning to an office building. All the proposed systems are capable of reaching temperatures of 22 °C/25 °C in heating and cooling m...
Conference Paper
Si bien el estudio de los arcos de mampostería se viene desarrollando desde el siglo XII, los distintos métodos de cálculo no tienen en consideración la influencia del módulo elástico. Por ello, el presente trabajo tiene como finalidad estudiar la influencia del módulo elástico en el estudio de los arcos de mampostería, mediante la utilización de...
Chapter
Procedures for evaluation and conservation of historical monuments should be based on detailed documentation of a number of characteristics such as geometric, architectonic and structural parameters. Moreover, existence of catalogues or inventories is essential for monitoring and preserving historical structures. In the case of bridges, several bri...
Conference Paper
Desde la aparición del método de los elementos finitos en 1943, y su posterior aplicación a las estructuras de fábrica, se han desarrollado distintos modelos. Desde macromodelos donde las estructuras se simplifican al máximo, hasta micromodelos detallados donde se modelan las distintas partes que componen la estructura, y la interacción entre las m...
Article
The geometry of bridges is one of the parameters that define their structural strength. The geometry of modern bridges is the result of computer-aided design (CAD) modelling and computer-aided engineering analysis and, in consequence, the collapse loads are well-known. For ancient bridges (i.e. masonry arched bridges), when the CAD geometry is unav...
Article
Knowledge of the functional and conservation state of a structure is a fundamental aspect in order to achieve its maintenance and preservation. Having adequate techniques for reaching this purpose is one of the most important aspects for professionals working about built-up structures. Geometry usually plays an important role in the diagnosis of th...
Article
This paper presents the effect of geometry on the structural capacity of masonry arch bridges with different geometric features. This study was performed using an application (ANPAF) developed in MATLAB and based on the Linear Programming Method developed by Livesley. The geometry is read directly from an ‘a.dxf’ file, which stores the information...
Article
This paper presents a study of the structural safety of a medieval bridge located in the northwest of Spain. This study was carried out using different analytical methods: (1) the Mechanism Method proposed by Heyman, (2) the Virtual Works Method, (3) the Method developed by Livesley using Linear Programming, and (4) Mery's Graphic Method. The last...
Article
Masonry arches are one of the most common and extended structural shapes present in the worldwide architectural heritage. When handling with these structures at least two demands are addressed to the scientific community: (i) development of reliable and affordable methods for documenting historic infrastructures and (ii) improvement of structural a...

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Projects

Project (1)
Project
El principal objetivo del proyecto es la generación de una metodología automatizada para el cálculo estructural cuasi-estático de arcos de fábrica que permita estudiar paso a paso el comportamiento de un arco de fábrica, desde la formación del primer mecanismo hasta el colapso. Dejando la puerta abierta al estudio sísmico de éste tipo de estructuras: