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Spannbeton-Eisenbahnbrücken mit externer Vorspannung als neue Bauart = Ponts ferroviaire en béton précontraint: nouveau type avec précontrainte extérieure = Prestressed-concrete railway bridges: a new type with external prestressingPFEIFER, R.ETR. Eisenbahntechnische Rundschau. 1990, Vol 39, Num 11, pp 699-702, issn 0013-2845, 4 p.Article

Modélisation du comportement jusqu'à rupture en flexion de poutres en béton à précontrainte extérieure ou mixteRezende Martins, Paulo-ChavesDe q; Fouré, Bernard.1989, 366 p.Thesis

External prestressing of concrete = Précontrainte externe dans le bétonVIRLOGEUX, M.1987, Num 2, pp 16-20Article

FEM study on the structural behaviour of segmental concrete bridges with unbonded prestressing and dry joints : Simply supported bridgesTURMO, J; RAMOS, G; APARICIO, A. C et al.Engineering structures. 2005, Vol 27, Num 11, pp 1652-1661, issn 0141-0296, 10 p.Article

Flexural behaviour of externally prestressed beams. Part II: Experimental investigationCHEE KHOON NG; KIANG HWEE TAN.Engineering structures. 2006, Vol 28, Num 4, pp 622-633, issn 0141-0296, 12 p.Article

Finite element formulation for geometric and material nonlinear analysis of beams prestressed with external slipping tendonsZONA, Alessandro; RAGNI, Laura; DALL'ASTA, Andrea et al.Finite elements in analysis and design. 2008, Vol 44, Num 15, pp 910-919, issn 0168-874X, 10 p.Article

Passive control of bridges : The double cable net methodMICHALOPOULOS, A; NIKOLAIDIS, Th; STAVROULAKIS, G. E et al.Engineering structures. 2005, Vol 27, Num 13, pp 1835-1842, issn 0141-0296, 8 p.Article

Experimental investigations on masonry structures using external prestressing techniques for improving seismic performanceRENLE MA; LU JIANG; MINJUAN HE et al.Engineering structures. 2012, Vol 42, pp 297-307, issn 0141-0296, 11 p.Article

Flexural behaviour of externally prestressed beams. Part I: Analytical modelCHEE KHOON NG; KIANG HWEE TAN.Engineering structures. 2006, Vol 28, Num 4, pp 609-621, issn 0141-0296, 13 p.Article

Experimental and theoretical studies on composite steel-concrete box beams with external tendonsNAN ZHANG; FU, Chung C.Engineering structures. 2009, Vol 31, Num 2, pp 275-283, issn 0141-0296, 9 p.Article

Experimental study of externally prestressed segmental beam under torsionALGORAFI, M. A; ALI, A. A. A; OTHMAN, I et al.Engineering structures. 2010, Vol 32, Num 11, pp 3528-3538, issn 0141-0296, 11 p.Article

Calculating ultimate tendon stress in externally prestressed continuous concrete beams using simplified formulasGHALLAB, Ahmed.Engineering structures. 2013, Vol 46, pp 417-430, issn 0141-0296, 14 p.Article

A Bridge in China Externally Prestressed by Carbon Fiber Reinforced Polymer Tendons : Fibre Reinforced Polymer Composites and Integral BridgesHANSHAN DING; RUI ZHANG; YIGUI ZHANG et al.Structural engineering international. 2011, Vol 21, Num 3, pp 346-348, issn 1016-8664, 3 p.Article

Orthotropic Steel Cantilever Widening Method of Concrete Box GirderQIAN WANG; ZHE ZHANG.Structural engineering international. 2011, Vol 21, Num 2, pp 228-232, issn 1016-8664, 5 p.Article

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