11
Views
0
CrossRef citations to date
0
Altmetric
Scientific Paper

Balanced Cantilever Construction Method in Post-Tensioned Concrete Bridges

(PhD student) , (PhD student) , (Associate Prof.) & (Prof.)

References

  • Mathivat J. The cantilever construction of prestressed concrete bridges; Editions Eyrolles: 61, boulevard Saint-Germain, 75005 Paris, France; 1979.
  • Group of Authors. Design guide – prestressed concrete bridges built using the cantilever method. The Republic of France: Setra; 2003.
  • DuBois AJ. The mechanics of engineering. New York: John Wiley & Sons; 1902.
  • Bender C. Discussion on cantilever bridges by C.F. Findlay. Montreal: Canadian Society of Civil Engineers; 1890.
  • DeLony E. Context for world heritage bridges. France: International Council on Monuments and Sites; 1996.
  • Schneider CC. Quebec bridge inquiry report. Ottawa: S. E. Dawson; 1908.
  • Middleton WD. The bridge at Quebec. Bloomington: Indiana University Press; 2001.
  • Pilz M. The collapse of the K-B bridge in 1996. London: Imperial College London; 1997.
  • Pilz M. L. G. Continuity in prestressed concrete structures, time-dependent responses. 22nd conference on Our World in Concrete & Structures; Singapore; 1997.
  • Pilz M. The koror-babeldaob bridge in the Republic of Palau, history and time dependent stress and deflection analysis. Stockholm: Dissertation Imperial College London, Department of Civil Engineering; 1997.
  • Skrinar M, Strukelj A. Eigen frequency monitoring during bridge erection. SEI. 1996;6(3):191–194.
  • Strommen E, Hjort-Hansen E, Kaspersen JH. Dynamic loading effects of a rectangular box girder bridge. J Wind Eng Ind Aerodyn. 2001;89(14–15):1607–1618.
  • Schmidt S, Solari G. 3-D wind-induced effects on bridges during balanced cantilever erection stages. Wind Struct. 2003;6(1):1–22.
  • Morassi A, Tonon S. Dynamic testing for structural identification of a bridge. J Bridge Eng. 2008;13:573–585.
  • Gentile C, Bernardini G. Output-only modal identification of a reinforced concrete bridge from radar-based measurements. Nondectruct Test Evaluation. 2008;41:544–553.
  • Bayraktar A, Altuşnişık AC, Sevim B, Domaniç A, Taş Y. Vibration characteristics of Kömürhan highway bridge constructed with balanced cantilever method. J Perform Constr Facil. 2009;23(2):90–99.
  • Liu C, DeWolf JT, Kim J. Development of a baseline for structural health monitoring for a curved post-tensioned concrete box–girder bridge. Eng Struct. 2009;31:3107–3115.
  • Stathopoulos S, Seifried G, Kotsanopoulos P, Haug H, Spyropoulos I, Stathopoulos K. The Metsovo Bridge, Greece. SEI. 2010;20(1):49–53.
  • Altuşnişık AC, Bayraktar A, Sevim B, Ates S. Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge. Soil Dyn Earthq Eng. 2011;31(11):1496–1510.
  • Turan FN. Determination of dynamic characteristics of balanced cantilever reinforced concrete bridges using ambient vibration data [MSc Thesis]. Trabzon, Türkiye: Karadeniz Technical University (in Turkish); 2012.
  • Kudu FN, Bayraktar A, Bakir PG, Türker T, Altuşnişık AC. Ambient vibration testing of Berta highway bridge with post-tension tendons. Steel Compos. 2014;16(1):23–46.
  • Sumerkan S, Bayraktar A, Türker T, Akkose M. A simplified frequency formula for post-tensioned balanced cantilever bridges. Asian J Civ Eng. 2019;20:983–997.
  • Bayraktar A, Kudu FN, Sumerkan S, Demirtas B, Akkose M. Near-fault vertical ground motion effects on the response of balanced cantilever bridges. Proc Inst Civ. 2020;173:17–33.
  • Casas JR. Reliability-based partial safety factors in cantilever construction of concrete bridges. J Struct Eng. 1997;123(3):305–312.
  • Manjure PJ. Rehabilitation of balanced cantilever bridges. Indian Concr J. 2001;75(1):76–82.
  • Vonganan B. The second Mekong international bridge, Thailand. SEI. 2009;19(1):67–68.
  • Pimanmas A, Imsombat S, Neilsen KH. New Phra-Nangklao bridge—A balanced cantilever prestressed concrete bridge in Thailand. SEI. 2009;19(1):38–40.
  • Ates S, Atmaca B, Yildirim E, Demiroz NA. Effects of soil-structure interaction on construction stage analysis of highway bridges. Comput Concr. 2013;12(2):169–186.
  • Chen X, Omenzetter P, Beskhyroun S. Dynamic testing and long term monitoring of a twelve span viaduct. Key Eng Mater. 2013;569–570:342–349.
  • Pimentel M, Figueiras J. Assessment of an existing fully prestressed box-girder bridge. Proc Inst Civ. 2017;170(1):42–53.
  • Caner A, Apaydin N, Cinar M, Peker E, Kilic M. Reconstruction of partially collapsed post-tensioned Begendik bridge during balanced cantilever construction. Develop Int Bridge Eng. 2021:17–33.
  • Kwak HG, Son JK. Span ratios in bridges constructed using a balanced cantilever method. Constr Build Mater. 2004;18(10):767–779.
  • Kwak HG, Son JK. Design moment variations in bridges constructed using a balanced cantilever method. Constr Build Mater. 2004;18(10):753–766.
  • Hewson N. Balanced cantilever bridges. Concrete (London). 2007;41(10):59–60.
  • Marzouk M, Said H, El-Said M. Special-purpose simulation model for balanced cantilever bridges. J Bridge Eng. 2008;13(2):122–131.
  • Ates S. Numerical modelling of continuous concrete box girder bridges considering construction stages. Appl Math Model. 2011;35(8):3809–3820.
  • Bravo J, Benjumea J, Consuegra FA. Parametric study to estimate seismic displacement demands of balanced cantilever bridges in service and construction conditions. Conference: Fib Symposium 2021 – Concrete Structures: New Trends for Eco-Efficiency and Performance; 2021.
  • Pimanmas A. The effect of long-term creep and prestressing on moment redistribution of balanced cantilever cast-in-place segmental bridge. SJST. 2007;29(1):205–216.
  • Hedjazi S, Rahai A, Sennah K. Evaluation of creep effects on the time-dependent deflections and stresses in prestressed concrete bridges. Bridge Struct. 2007;3(2):119–132.
  • Altuşnişık AC, Bayraktar A, Sevim B, Adanur S, Domaniç A. Construction stage analysis of Kömürhan highway bridge using time dependent material properties. Struct Eng Mech. 2010;36(2):207–223.
  • Malm R, Sundquist H. Time-dependent analyses of segmentally constructed balanced cantilever bridges. Eng Struct. 2010;32(4):1038–1045.
  • Akbar S, Carlie M. Long-term Deformation of Balanced Cantilever Bridges due to non-Uniform Creep and Shrinkage. London: KTH Royal Institute of Technology, School of Architecture and the Built Environment; 2021.
  • McDonald B, Saraf V, Ross B. A spectacular collapse: Koror-Babeldaob (Palau) balanced cantilever prestressed, posttensioned bridge. Indian Concr J. 2003;77(3):955–962.
  • Radić J, Gukov I, Meštrović D. A new approach to deflection analysis of cantilever beam bridges. In: Watanabe E, Frangopol DM, Utsunomiya T, editors. Proc of the 2nd International Conference IABMAS − Bridge Maintenance, Safety, Management and Cost; 18–22 Oct; Kyoto, Japan. Leiden: A. A. Balkema Publishers; 2004. 8 p. ISBN 04 1536 336 X.
  • Jung S, Ghaboussi J, Marulanda C. Field calibration of time-dependent behavior in segmental bridges using self-learning simulation. Eng Struct. 2007;29(10):2692–2700.
  • Kronenberg J. Continous concrete placing during balanced cantilever construction of a bridge. Concr Eng Int. 2008;12(3):38–39.
  • Kamaitis Z. Field investigation of joints in precast post-tensioned segmental concrete bridges. Balt J Road Bridge Eng. 2008;3(4):198–205.
  • Starossek U. Shin chon bridge Korea. SEI. 2009;19(1):79–84.
  • Furunes EW. Trysfjord Bridge, Parametric Analysis and Modelling for Drawingless Construction of a Concrete Balanced Cantilever Bridge; IABSE congress: Structural Engineering for Future Societal Needs; 1999–2004; Ghent, Belgium; 2021.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.