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Rheological Effects in the Bridges Constructed with Cantilever Method


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[1]. Bacinskas D., Rumsys D., Sokolov A., Kaklauskas G., Deformation Analysis of Reinforced Beams Made of Ligthweigt Aggregate Concrete. Materials 2020, 13, 20.10.3390/ma13010020698179631861534Search in Google Scholar

[2]. Barras P., de Matteis D., Derais J., et al. Prestressed concrete bridges built using the cantilever method – Design guide. June 2003, Translation 2007Search in Google Scholar

[3]. Bažant Z., Hubler M.H., Glang Y.: Excessive Creep Deflections: An Awakening. Concrete International, 8(33), 2011, p. 44-46.Search in Google Scholar

[4]. Bazant Z., Guang-Hua Li, Qiang Yu, Klein G., Kristek V.: Explanation of Excessive Long-Time Deflections of Collapsed Record-Span Box Girder Bridge in Palau, Preliminary report, presented and distributed on September 30, 2008, at the 8th International Conference on Creep and Shrinkage of Concrete.Search in Google Scholar

[5]. Burdet O., and Badoux M.. Deflection monitoring of pre-stressed concrete bridges retrofitted by external post-tensioning. IABSSE SYMPOSIUM RIO DE JANEIRO, 1999.Search in Google Scholar

[6]. Dolinajova K., Moravcik M., Monitoring and Numerical Analysis of Construction Stages on the Bridge Realized by the Free Cantilever Method. Concrete and Concrete Structures 2013 Conference.10.1016/j.proeng.2013.09.049Search in Google Scholar

[7]. Giordano A., Pedrazzi G., Voiro G., Balanced Cantilever Girder Bridge over the Danube-Black Sea Channel. Romanian Journal of Transport Infrastructure Vol.2, 2013, No.210.1515/rjti-2015-0017Search in Google Scholar

[8]. Kalny M., Soucek P., Kvasnicka V.: Long-term behaviour of balanced cantilever bridges, ACEB Workshop, Corfu 2010.Search in Google Scholar

[9]. Kristek V., Bazant Z., Zich M., Kohoutkova A..: Box Girder Bridge Deflections. ACI Conctrete International Journal (28) 2006 p. 55-63.Search in Google Scholar

[10]. Machelski C.: The effects of dead loads in cantilever concreting bridges. Road and Bridge. 3/2019 p. 109-120.10.21307/ACEE-2019-010Search in Google Scholar

[11]. Machelski C., Pisarek B.: Change of the grade line of bridges constructed with cantilever concreting technology. Journal of Architecture Civil Engineering Environment 3/2017.10.21307/ACEE-2018-023Search in Google Scholar

[12]. Moravcik M., Bahleda F., Jost J., Monitoring of Long-Term Effects on Concrete Bridge Built by Balanced Cantilever Method. Journal of Civil, Structural and Transportation Engineering, Volume 1, 2014,Search in Google Scholar

[13]. Morlova D., Chiotan C.: Monolithic concrete vs precast concrete for the construction of bridge in by the cantilever method. Romanian Journal of Transport Infrastructure Vol.4, 2015, No.110.1515/rjti-2015-0028Search in Google Scholar

[14]. Mutsuyoshi H., Duc Hai N., Kasuga A.: Recent technology of prestressed concrete bridges in Japan, IABSE-JSCE Joint Conference on Advances in Bridge Engineering-II, August 8-10, 2010, Dhaka, Bangladesh.Search in Google Scholar

[15]. Navratil J., Zich M., Long-Term Deflections of Cantilever Segmental Bridges. The Baltic Journal of Road and Bridge Engineering. 8(3): 190-195, 201310.3846/bjrbe.2013.24Search in Google Scholar

[16]. Pisarek B. Analyse of the grade line and the rheological effects in the bridges constructed with cantilever method. Young Engineering Colloquium, Berlin, 2019, s. 66-68Search in Google Scholar

[17]. Rusch J.: Stahlbeton - Spannbeton Band 2: Berücksichtigung der Einflüsse von Kriechen und Schwinden auf das Verhalten der Tragwerke, 1976Search in Google Scholar

[18]. Takacs P.F.: Deflections in Concrete Cantilever Bridges: Observation and Theoretical Modeling. Doctoral Thesis, Trondheim 2002.Search in Google Scholar

[19]. Trost H.: Zur Berechnung von Stahlverbundträgern im Gebrauchszustand auf Grund neuerer Erkenntnisse des viskoelastischen Verhaltens des Betons. Der Stahlbau, 11, 1968, s. 321-331.Search in Google Scholar

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