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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| Format: | Article |
| Language: | English |
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Riga Technical University Press
2014-12-01
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| 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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| author | Jose Antonio Lozano-Galant Lidia Ruiz-Ripoll Ignacio Payá-Zaforteza José Turmo |
| author_facet | Jose Antonio Lozano-Galant Lidia Ruiz-Ripoll Ignacio Payá-Zaforteza José Turmo |
| author_sort | Jose Antonio Lozano-Galant |
| collection | DOAJ |
| description | 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 conceived in detail yet. In order to fill this gap, the effects of the evolutionary erection of cable-stayed bridge superstructure throughout the tensioning process are studied in this paper. This study is focused on steel cable-stayed bridges erected on temporary supports. For the very first time a new criterion to include the effects of the evolutionary erection of cable-stayed bridges into the definition of the stay forces in the service state is presented. |
| format | Article |
| id | doaj-art-c0cc03684ee246048e7a1f3a3e6e97cd |
| institution | DOAJ |
| issn | 1822-427X 1822-4288 |
| language | English |
| publishDate | 2014-12-01 |
| publisher | Riga Technical University Press |
| record_format | Article |
| series | The Baltic Journal of Road and Bridge Engineering |
| spelling | doaj-art-c0cc03684ee246048e7a1f3a3e6e97cd2025-08-20T02:51:04ZengRiga Technical University PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882014-12-019424125010.3846/bjrbe.2014.301943Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their SuperstructureJose Antonio Lozano-Galant0Lidia Ruiz-Ripoll1Ignacio Payá-Zaforteza2José Turmo3Dept of Civil Engineering, Universidad de Castilla-La Mancha, Avda, Camilo José Cela, s/n, 13071 Ciudad Real, SpainDept of Civil Engineering, Universidad de Castilla-La Mancha, Avda, Camilo José Cela, s/n, 13071 Ciudad Real, SpainICITECH, Dept of Construction Engineering, Universitat Politècnica de Valencia, Camino de Vera s/n, 46022 Valencia, SpainDept of Construction Engineering, Universitat Politècnica de Catalunya, BarcelonaTech, c/ Jordi Girona 1-3, C1, 08034 Barcelona, SpainIn 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 conceived in detail yet. In order to fill this gap, the effects of the evolutionary erection of cable-stayed bridge superstructure throughout the tensioning process are studied in this paper. This study is focused on steel cable-stayed bridges erected on temporary supports. For the very first time a new criterion to include the effects of the evolutionary erection of cable-stayed bridges into the definition of the stay forces in the service state is presented.https://bjrbe-journals.rtu.lv/article/view/3515cable-stayed bridgeerectionstay forcesimulationconstruction processtensioning process |
| spellingShingle | Jose Antonio Lozano-Galant Lidia Ruiz-Ripoll Ignacio Payá-Zaforteza José Turmo Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure The Baltic Journal of Road and Bridge Engineering cable-stayed bridge erection stay force simulation construction process tensioning process |
| title | Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure |
| title_full | Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure |
| title_fullStr | Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure |
| title_full_unstemmed | Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure |
| title_short | Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure |
| title_sort | modifications of the stress state of cable stayed bridges due to staggered construction of their superstructure |
| topic | cable-stayed bridge erection stay force simulation construction process tensioning process |
| url | https://bjrbe-journals.rtu.lv/article/view/3515 |
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