Grupo: Ingeniería e infraestructuras (TEP190)https://hdl.handle.net/10481/195722024-03-29T09:35:09Z2024-03-29T09:35:09Z7th International Conference on Mechanical Models in Structural Engineering (CMMOST 2023)Castillo-López, GermánGil Martín, Luisa MaríaHernández Montes, EnriqueCámara Pérez, MargaritaCompán Cardiel, VíctorSáez Pérez, Andréshttps://hdl.handle.net/10481/897762024-03-04T11:56:58Z7th International Conference on Mechanical Models in Structural Engineering (CMMOST 2023)
Castillo-López, Germán; Gil Martín, Luisa María; Hernández Montes, Enrique; Cámara Pérez, Margarita; Compán Cardiel, Víctor; Sáez Pérez, Andrés
CMMoST 2023 is a scientific event organized by the University of Malaga in conjunction
with the University of Sevilla and the University of Granada. The present document is a collection of extended abstract that were accepted for oral
presentation at CMMoST 2023 after peer-review. In this edition 57 contributions from 163
authors are programmed in 14 sessions. Two plenary sessions have also been scheduled.
The aim of this congress has always been to promote research carried out by pre-doctoral
researchers and research in educational innovation in the topics of the congress. To this
end, two awards have been established, one for the best paper presented by a pre-doctoral
author and the other for educational innovation in the topics of the congress. Finally, 11
papers will compete for the award for the best paper presented by a pre-doctoral author
and 8 for educational innovation.
V Centenario del Real Monasterio de San Jerónimo de GranadaVázquez Bravo, HugoMartínez González, JoaquínVega Piniella, Ramónhttps://hdl.handle.net/10481/757112022-06-29T08:19:20ZV Centenario del Real Monasterio de San Jerónimo de Granada
Vázquez Bravo, Hugo; Martínez González, Joaquín; Vega Piniella, Ramón
Como permanente recuerdo de un nuevo Quinto Centenario granadino
se presenta este libro sobre el del Monasterio de San Jerónimo. La Granada
nazarí incorporada a Castilla en 1492 forzosamente hubo de transformarse
en todos los aspectos humanos e institucionales. Nuevo urbanismo, nuevas
presencias religiosas, nuevas instituciones. Y ahora vamos celebrando, con
mayor o menor solemnidad, el quinto centenario de todas ellas.
6th International Congress on Mechanical Models in Structural Engineering (CMMoST 2021)Lorenzana Ibán, AntolínGil Martín, Luisa MaríaHernández Montes, EnriqueCámara Pérez, MargaritaCompán Cardiel, VíctorSáez Pérez, AndrésMagdaleno González, Álvarohttps://hdl.handle.net/10481/739762022-04-20T09:38:59Z6th International Congress on Mechanical Models in Structural Engineering (CMMoST 2021)
Lorenzana Ibán, Antolín; Gil Martín, Luisa María; Hernández Montes, Enrique; Cámara Pérez, Margarita; Compán Cardiel, Víctor; Sáez Pérez, Andrés; Magdaleno González, Álvaro
CMMoST 2021 is the 6th edition of the Thematic Conference on Mechanical Models in
Structural Engineering that is being held from 1 to 3 December in Valladolid (Spain). This
series of conferences started in 2011 and progressed successfully over the decade. Previous
editions were held in Granada (2011 and 2013), Sevilla (2015), Madrid (2017) and Alicante
(2019). This series constitutes an excellent opportunity to present research projects and
results and also share experiences in the field of mechanical modeling in structural engineering.
CMMoST is aimed at both researchers and professionals dedicated to the development and
application of mechanical models in structural engineering.
In this edition, 54 contributions are programmed in 14 sessions, including 2 plenary lecture
sessions and 12 oral sessions. The presentations come from 5 countries apart from Spain
and 14 will be contributed by predoctoral researchers. Since its beginning, CMMoST has
maintained its international scope, but also tries to encourage the young local researchers,
making it easier for them to make their presentations in Spanish. Because of this, two official
languages are permitted: English and Spanish.
Supported by the participants and local sponsors, CMMoST 2021 proposes an attractive
social program that includes a reception at the Escuela de Ingenierías Industriales (School of
Industrial Engineering), a tour around the city center of Valladolid, a wine experience at the
Wine Museum in the nearby village of Peñafiel and a gala dinner to taste dishes of the local,
traditional cuisine.
Finally, the Organization Committee of CMMoST 2021 is very thankful to the authors for
their valuable contributions, to the chairmen for their help and the Conference Secretariat for
their dedication to the tedious administrative tasks. To all of you, thank you very much.
Topological Design of Tensegrity StructuresFernández Ruiz, Manuel AlejandroHernández Montes, EnriqueGil Martín, Luisa Maríahttps://hdl.handle.net/10481/709222021-10-18T08:47:55ZTopological Design of Tensegrity Structures
Fernández Ruiz, Manuel Alejandro; Hernández Montes, Enrique; Gil Martín, Luisa María
Tensegrity structures have developed greatly in recent years due to their unique mechanical and mathematical properties. In this work, the topology of the Octahedron family is presented. New tensegrity structures that belong to this family are defined based on their topology. As an example, the eleven-time-expanded octahedron is shown, a super-stable tensegrity formed by 12288 nodes, 6144 struts, and 24576 cables (the largest super-stable tensegrity reported in the literature in terms of number of nodes, cables, and struts so far). The values of the force:length ratios which satisfy the super-stability conditions have also been determined based on the topology of the Octahedron family. Consequently, the computational cost of the process of determining a suitable prestress state and its corresponding equilibrium shape (a process called form-finding) is significantly reduced. The members of the Octahedron family could have promising engineering and bioengineering applications.
Artículo en revisión en una revista científica desde el 18 de Octubre de 2021
A simple and robust method to calculate the shear deformation of RC beams and columnsGil Martín, Luisa MaríaHernández Montes, Enriquehttps://hdl.handle.net/10481/676632021-06-15T13:22:32ZA simple and robust method to calculate the shear deformation of RC beams and columns
Gil Martín, Luisa María; Hernández Montes, Enrique
This paper presents a simple and robust method for calculating the shear deformation, up to collapse, of reinforced concrete beams and columns. The method is based on the fundaments of the shear deformation of reinforced concrete elements. A conceptual review of the different models used to describe the tension stiffening of concrete is also presented. A detailed example is shown.
Se ha enviado a publicar a una revista de alto impacto. Como es fácil de plagiar los autores quieren proteger la autoría.