2026-05-06T15:34:23Zhttps://riubu.ubu.es/oai/request

oai:riubu.ubu.es:10259/86742024-02-13T01:05:21Zcom_10259_3969com_10259_5086com_10259_2604col_10259_3970

Serrano López, Roberto Urruchi Rojo, José Ricardo Martínez Martínez, José Antonio 2024-02-12T10:58:54Z 2024-02-12T10:58:54Z 2018-07 0141-0296 http://hdl.handle.net/10259/8674 10.1016/j.engstruct.2018.03.078 Several formulations for masonry arches were appearing since 18th century, mostly based on the acquired experience in bridge construction. That led to a generalized use of shallow arch. The innovations supposed an evolution in the shape of masonry arch bridges, at the expense of increasing the thickness of voussoirs and vault. The question is: were the mentioned changes related with a clear structural improvement? Or were they mainly aesthetic or fashion-driven changes? This paper tries to give deeper insight and response this query by making a comparison among different formulations, and analyzing the rise to span ratio and backfill influences in both ultimate load capacity and maximum stress. Moreover, a multi-span arch bridge is analyzed, performing a comparison among different typological possibilities, and using examples of real structures in the Carrión river basin (Spain). application/pdf eng Elsevier Engineering Structures. 2018, V. 167, p. 84-95 https://doi.org/10.1016/j.engstruct.2018.03.078 Attribution-NonCommercial-NoDerivatives 4.0 Internacional http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess Masonry arch bridge Shallow arch Rise-to-span ratio Ultimate load Backfill Ingeniería civil Civil engineering The shallow arch: A step towards bridges styling in the early 19th century info:eu-repo/semantics/article info:eu-repo/semantics/acceptedVersion Engineering Structures 167 84 95