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A parametric study of optimum tall piers for railway bridge viaducts

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A parametric study of optimum tall piers for railway bridge viaducts

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Martínez Martín, FJ.; Gonzalez Vidosa, F.; Hospitaler Pérez, A.; Yepes, V. (2013). A parametric study of optimum tall piers for railway bridge viaducts. Structural engineering and mechanics. 45(6):723-740. doi:10.12989/sem.2013.45.6.723

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/57680

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Title: A parametric study of optimum tall piers for railway bridge viaducts
Author:
UPV Unit: Universitat Politècnica de València. Departamento de Ingeniería del Terreno - Departament d'Enginyeria del Terreny
Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
[EN] This paper presents a parametric study of reinforced concrete bridge tall piers with hollow, rectangular sections. Such piers are typically used in railway construction of prestressed concrete viaducts.Twenty one ...[+]
Subjects: Ant colony optimization , Concrete structures , Economic optimization , Structural design , Tall piers
Copyrigths: Cerrado
Source:
Structural engineering and mechanics. (issn: 1225-4568 )
DOI: 10.12989/sem.2013.45.6.723
Publisher:
TECHNO-PRESS
Publisher version: http://dx.doi.org/10.12989/sem.2013.45.6.723
Thanks:
This study was funded by the Spanish Ministry of Science and Innovation (Research Project BIA2011-23602).
Type: Artículo

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