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Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports

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Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports

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Lozano-Galant, JA.; Paya-Zaforteza, I.; Xu, D.; Turmo Coderque, J. (2012). Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports. Engineering Structures. 40:119-130. doi:10.1016/j.engstruct.2012.02.022.

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Título: Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports
Autor:
Entidad UPV: 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
Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Fecha difusión:
Resumen:
Traditionally the construction process of cable-stayed bridges is modeled according to the backward approach, as its calculation is much easier using an elastic analysis. In this approach the bridge is disassembled according ...[+]
Palabras clave: Cable-stayed bridge , Construction control , Forward modeling , Iterative process , Temporary supports erection method , Construction process , Construction time , During construction , Elastic analysis , Erection techniques , Forward algorithms , Sequence of events , Structural elements , Temporary support , Time dependent phenomena , Trade off , Algorithms , Box girder bridges , Cable stayed bridges , Prestressing , Cables , Algorithm , Bridge , Construction method , Structural analysis
Derechos de uso: Cerrado
Fuente:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2012.02.022
Editorial:
Elsevier
Versión del editor: http://dx.doi.org/10.1016/j.engstruct.2012.02.022
Patrocinador:
Ministerio de Ciencia e Innovacion; Junta de Comunidades de Castilla-La Mancha (Spain) [BIA2009-13056
PII2I09-0129-4085]; Kwang-Hua Foundation from College of Civil Engineering of Tongji University; International Relation Office of University of Castilla-La Mancha
Tipo: Artículo

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