Olmedo Rojas, Carlos Enrique 
ORCID: https://orcid.org/0000-0003-2758-9487, Vázquez Espí, Mariano and Cervera Bravo, Jaime ORCID: https://orcid.org/0000-0002-1060-7397
(2015).
On the Insurmountable Size of Truss-like Structures.
In: "CMMoST 2015: Third International Conference on Mechanical Models in Structural Engineering", 24--26 de junio de 2015, Sevila. ISBN 978-84-606-9356-7. pp. 477-493.
| Title: | On the Insurmountable Size of Truss-like Structures |
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| Author/s: |
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| Item Type: | Presentation at Congress or Conference (Article) |
| Event Title: | CMMoST 2015: Third International Conference on Mechanical Models in Structural Engineering |
| Event Dates: | 24--26 de junio de 2015 |
| Event Location: | Sevila |
| Title of Book: | CMMoST 2015: Third International Conference on Mechanical Models in Structural Engineering |
| Date: | 24 June 2015 |
| ISBN: | 978-84-606-9356-7 |
| Volume: | 1 |
| Subjects: | |
| Freetext Keywords: | structural design, insurmountable size, structural scope, trusses, self-weight. |
| Faculty: | E.T.S. Arquitectura (UPM) |
| Department: | Estructuras y Física de Edificación |
| UPM's Research Group: | Grupo de Investigación en Arquitectura, Urbanmismo y Sostenibilidad (GIAU+S) |
| Creative Commons Licenses: | Recognition - Non commercial - Share |
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Galileo postulated the existence of an insurmountable size for stone columns bearing a useful load as the size for which the structure is only able to resist its self-weight. Herein a method for the determination of the unsurmountable size for truss-like structures is shown, given the form of these structures and the ratio between the allowable stress and the specific weight of the material (the material structural scope). Three types of bars are considered: straight bars, with solid and hollow rectangular cross-section, and catenary bars with circular cross-section —a limit and theoretical case for estimating a meaningful upper bound of the structural scope—. An approximate rule to estimate the structural efficiency —here named GA rule— is shown, and is compared with numerical solutions using the proposed method.
| Item ID: | 36417 |
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| DC Identifier: | https://oa.upm.es/36417/ |
| OAI Identifier: | oai:oa.upm.es:36417 |
| Deposited by: | Profesor Titular Mariano Vázquez Espí |
| Deposited on: | 06 Jul 2015 06:59 |
| Last Modified: | 31 Mar 2020 06:57 |
