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Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure

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Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure

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Lozano-Galant, JA.; Ruiz Ripoll, L.; Paya-Zaforteza I.; Turmo, J. (2014). Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure. Baltic Journal of Road and Bridge Engineering. 9(4):241-250. doi:10.3846/bjrbe.2014.30

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Título: Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure
Autor: Lozano-Galant, Jose Antonio Ruiz Ripoll, Lidia Paya-Zaforteza I. Turmo, José
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
Fecha difusión:
Resumen:
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 ...[+]
Palabras clave: Cable-stayed bridge , Erection , Stay force , Simulation , Construction process , Tensioning process
Derechos de uso: Cerrado
Fuente:
Baltic Journal of Road and Bridge Engineering. (issn: 1822-427X )
DOI: 10.3846/bjrbe.2014.30
Editorial:
VILNIUS GEDIMINAS TECH UNIV, SAULETEKIO AL 11, VILNIUS, LT-10223, LITHUANIA
Versión del editor: http://dx.doi.org/10.3846/bjrbe.2014.30
Código del Proyecto:
info:eu-repo/grantAgreement/Junta de Comunidades de Castilla-La Mancha//PII2I09-0129-4085/ES/Optimización Del Proceso De Tesado De Puentes Atirantados Construidos Con Tableros Apeados/ /
info:eu-repo/grantAgreement/MICINN//BIA2009-13056/ES/Estudio Experimental Del Coeficiente De Rozamiento Entre Dovelas Prefabricadas De Hormigon Para Puentes Con Junta Seca Conjugada/
info:eu-repo/grantAgreement/MINECO//BIA2013-47290-R/ES/SISTEMA DE APOYO A LA TOMA DE DECISIONES DURANTE EL CICLO DE VIDA DE LAS INFRAESTRUCTURAS: SMART-INFRASTRUCTURES/
Agradecimientos:
The authors wish to thank the Ministerio de Economia y Competitividad, the Ministerio de Ciencia e Innovacion and the Junta de Comunidades de Castilla-La Mancha (Spain) for the funding provided through the research projects ...[+]
Tipo: Artículo

References

Aboul-Ella, F. (1991). New iterative analysis of cable-stayed structures. Computers & Structures, 40(3), 549-554. doi:10.1016/0045-7949(91)90225-b

Bywalski, C., & KamiIński, M. (2013). RHEOLOGICAL STRAINS IN CONCRETE MODIFIED WITH STEEL FIBRE REINFORCEMENT. Journal of Civil Engineering and Management, 19(5), 656-664. doi:10.3846/13923730.2013.803497

Hegab, H. I. A. (1987). Energy Analysis of Double‐Plane Cable‐Stayed Bridges. Journal of Structural Engineering, 113(10), 2174-2188. doi:10.1061/(asce)0733-9445(1987)113:10(2174) [+]
Aboul-Ella, F. (1991). New iterative analysis of cable-stayed structures. Computers & Structures, 40(3), 549-554. doi:10.1016/0045-7949(91)90225-b

Bywalski, C., & KamiIński, M. (2013). RHEOLOGICAL STRAINS IN CONCRETE MODIFIED WITH STEEL FIBRE REINFORCEMENT. Journal of Civil Engineering and Management, 19(5), 656-664. doi:10.3846/13923730.2013.803497

Hegab, H. I. A. (1987). Energy Analysis of Double‐Plane Cable‐Stayed Bridges. Journal of Structural Engineering, 113(10), 2174-2188. doi:10.1061/(asce)0733-9445(1987)113:10(2174)

Hegab, H. I. A. (1986). Energy Analysis of Cable‐Stayed Bridges. Journal of Structural Engineering, 112(5), 1182-1195. doi:10.1061/(asce)0733-9445(1986)112:5(1182)

Kim, T. H., Kim, Y. J., & Shin, H. M. (2014). Performance assessment of precast concrete pier cap system. Computers and Concrete, 13(4), 501-516. doi:10.12989/cac.2014.13.4.501

Li, L., Ma, Z. J., & Oesterle, R. G. (2010). Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation. Journal of Bridge Engineering, 15(5), 511-522. doi:10.1061/(asce)be.1943-5592.0000097

Lin, Y.-C. (2014). CONSTRUCTION 3D BIM-BASED KNOWLEDGE MANAGEMENT SYSTEM: A CASE STUDY. JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 20(2), 186-200. doi:10.3846/13923730.2013.801887

Lozano-Galant, J. A., & Turmo, J. (2014). Creep and shrinkage effects in service stresses of concrete cable-stayed bridges. Computers and Concrete, 13(4), 483-499. doi:10.12989/cac.2014.13.4.483

Lozano-Galant, J. A., & Turmo, J. (2014). An algorithm for simulation of concrete cable-stayed bridges built on temporary supports and considering time dependent effects. Engineering Structures, 79, 341-353. doi:10.1016/j.engstruct.2014.08.018

Lozano-Galant, J. A., Dong, X., Payá-Zaforteza, I., & Turmo, J. (2013). Direct simulation of the tensioning process of cable-stayed bridges. Computers & Structures, 121, 64-75. doi:10.1016/j.compstruc.2013.03.010

Lozano-Galant, J. A., Payá-Zaforteza, I., Xu, D., & Turmo, J. (2012). Analysis of the construction process of cable-stayed bridges built on temporary supports. Engineering Structures, 40, 95-106. doi:10.1016/j.engstruct.2012.02.005

Lozano-Galant, J. A., Payá-Zaforteza, I., Xu, D., & Turmo, 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

Navrátil, J., & Zich, M. (2013). Long-term deflections of cantilever segmental bridges. The Baltic Journal of Road and Bridge Engineering, 8(3), 190-195. doi:10.3846/bjrbe.2013.24

Veletzos, M. J., & Restrepo, J. I. (2011). Modeling of Jointed Connections in Segmental Bridges. Journal of Bridge Engineering, 16(1), 139-147. doi:10.1061/(asce)be.1943-5592.0000112

Wang, P.-H., Tang, T.-Y., & Zheng, H.-N. (2004). Analysis of cable-stayed bridges during construction by cantilever methods. Computers & Structures, 82(4-5), 329-346. doi:10.1016/j.compstruc.2003.11.003

Wong, J. C. K., Lee, Y., Lo, Y. T., Wong, K. W., Leung, A. Y. T., Fok, W. K., … Yiu, C. Y. E. (2014). The correlation between the noise and vibration induced by a bridge movement joint. The Baltic Journal of Road and Bridge Engineering, 9(2), 208-214. doi:10.3846/bjrbe.2014.26

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