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Direct simulation of the tensioning process of cable-stayed bridges

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Direct simulation of the tensioning process of cable-stayed bridges

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Lozano Galant, JA.; Xu, D.; Paya-Zaforteza, I.; Turmo Coderque, J. (2013). Direct simulation of the tensioning process of cable-stayed bridges. Computers and Structures. 121:64-75. doi:10.1016/j.compstruc.2013.03.010

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/45930

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Title: Direct simulation of the tensioning process of cable-stayed bridges
Author:
UPV Unit: 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:
This paper proposes a new and innovative algorithm, the Direct Algorithm (DA), which introduces, for the very first time, the unstressed length of the stays concept into the modeling of the construction process of cable-stayed ...[+]
Subjects: Unstressed length , Analysis , Tensioning process , Temporary supports , Cable-stayed bridges , Construction simulation
Copyrigths: Cerrado
Source:
Computers and Structures. (issn: 0045-7949 )
DOI: 10.1016/j.compstruc.2013.03.010
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.compstruc.2013.03.010
Thanks:
Part of this work was done through a collaborative agreement between University of Castilla-La Mancha (Spain) and Tongji University (China). This included an exchange of faculty and scholars. The financial support from ...[+]
Type: Artículo

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