Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure

In current practice, the effects of the evolutionary erection of cable-stayed bridge superstructure are rarely included into the simulation of its tensioning process. In fact, stay forces in service are usually defined in early stages of design, when the construction process has not even been concei...

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Bibliographic Details
Main Authors: Jose Antonio Lozano-Galant, Lidia Ruiz-Ripoll, Ignacio Payá-Zaforteza, José Turmo
Format: Article
Language:English
Published: Riga Technical University Press 2014-12-01
Series:The Baltic Journal of Road and Bridge Engineering
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Online Access:https://bjrbe-journals.rtu.lv/article/view/3515
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