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Articles

Adjustable prestressing for construction stages of incrementally launched bridges

Pages 327-346 | Received 06 Oct 2013, Accepted 27 Jul 2014, Published online: 18 Aug 2014

References

  • Association Française de Génie Civil. (1999). Guide des ponts poussés [Incrementally launched bridges handbook] (p. 240). Paris: Presses de l’Ecole National de Ponts et Chaussées.
  • Arici, M., & Granata, M. F. (2007). Analysis of curved incrementally launched box concrete bridges using the Transfer Matrix Method. Bridge Structures, 3, 165–181.10.1080/15732480701510445
  • Arici, M., Granata, M. F., & Margiotta, P. (2013). Hamiltonian structural analysis of curved beams with or without generalized two-parameter foundation. Archive of Applied Mechanics, 83, 1695–1714.10.1007/s00419-013-0772-3
  • Calgaro, J. A., & Virlogeux, M. (1994). Projet et construction des ponts: analyse structurale des tabliers de ponts [Design and construction of bridges: Structural analysis of bridge decks] (p. 349). Paris: Presses de l’Ecole National de Ponts et Chaussées.
  • Do Carmo Pacheco, P. A. R., & Adão Da Fonseca, A. M. (1996). Dimensionamento de estruturas orgânicas [Design of structures with organic prestressing]. Betão Estrutural, 96, 6. Encontro Nacional do Grupo Português de Pré-esforçado [National meeting of Portuguese research group on prestressing], 1–14.
  • Do Carmo Pacheco, P. A. R., & Adão Da Fonseca, A. M. (2002). Organic prestressing. Journal of Structural Engineering ASCE, 128, 400–405.10.1061/(ASCE)0733-9445(2002)128:3(400)
  • Fontán, A. N., Diaz, J. M., Baldomir, A., & Hernandez, S. (2011). Improved optimization formulations for launching nose of incrementally launched prestressed concrete bridges. Journal of Bridge Engineering ASCE, 16, 461–470.10.1061/(ASCE)BE.1943-5592.0000169
  • Fontán, A. N., Hernández, S., & Baldomir, A. (2014). Simultaneous cross section and launching nose optimization of incrementally launched bridges. Journal of Bridge Engineering ASCE, 19, 04013002.10.1061/(ASCE)BE.1943-5592.0000523
  • Granata, M. F., & Arici, M. (2013). Serviceability of segmental concrete arch-frame bridges built by cantilevering. Bridge Structures, 9, 21–36.
  • Granata, M. F., Margiotta, P., & Arici, M. (2013). A parametric study of curved incrementally launched bridges. Engineering Structures, 49, 373–384. doi:10.1016/j.engstruct.2012.11.00710.1016/j.engstruct.2012.11.007
  • Granata, M. F. (2014). Analysis of non-uniform torsion in incrementally launched bridges. Engineering Structures, 75, 374–387. doi:10.1016//j.engstruct.2014.05.047
  • Grant, A. (1975). Incremental launching of concrete structures. ACI Journal, 1975, 395–402.
  • Guerreiro Morgado Andre, A. C., Do carmo Pacheco, P. A. R., & Adão Da Fonseca, A. M. (2006). Experimental study of a launching gantry reduced scale model strengthened with organic prestressing. Structural Engineering International IABSE, 16, 49–52.10.2749/101686606777962774
  • Marchetti, M. E. (1984). Specific design problems related to bridges built by using the incremental launching method. Engineering Structures, 6, 185–210.10.1016/0141-0296(84)90046-4
  • Naaman, A. E. (1985). Partially prestressed concrete: Review and recommendations. Journal of the Prestressed Concrete Institute, 30, 30–71.
  • Recupero, A., & Granata, M. F. (2013). Bending-shear interaction domains for externally prestressed concrete girders. Advances in Civil Engineering. Article no. 580646, Hindawi.
  • Rosignoli, M. (1997). Solution of the continuous beam in launched bridges. Proceedings of the ICE – Structures and Buildings, 122, 390–398.
  • Rosignoli, M. (1999). Prestressing schemes for incrementally launched bridges. Journal of Bridge Engineering ASCE, 4, 107–115.10.1061/(ASCE)1084-0702(1999)4:2(107)
  • Rosignoli, M. (2002). Bridge launching (p. 352). London: Thomas Telford.10.1680/bl.31463
  • Sasmal, S., Ramanjaneyulu, K., Srinivas, V., & Gopalakrishnan, S. (2004). Simplified computational methodology for analysis and studies on behaviour of incrementally launched continuous bridges. Structural Engineering and Mechanics, 17, 245–266.10.12989/sem.2004.17.2.245
  • Sasmal, S., & Ramanjaneyulu, K. (2006). Transfer matrix method for construction phase analysis of incrementally launched prestressed concrete bridges. Engineering Structures, 28, 1897–1910.10.1016/j.engstruct.2006.03.017
  • Wang, Y. J., Dai, J., & Qin, F. J. (2014). Parametric analysis on incrementally launched construction for concrete box girder. Advanced Materials Research, 838–841, 231–236.

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