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92 Cumbering design Displacements without cumbering 5,00E-03 Vert. Abbassamento displacement [m] [m] 0,00E+00 20,00 30,00 40,00 50,00 60,00 70,00 80,00 90,00 100,00 110,00 -5,00E-03 -1,00E-02 -1,50E-02 -2,00E-02 -2,50E-02 -3,00E-02 Fine End concio of 3 segment 3 -3,50E-02 -4,00E-02 Longitudinal Coordinata axis [m]
93 Cumbering design Displacements without cumbering 5,00E-03 Vert. Abbassamento displacement [m] [m] 0,00E+00 20,00 30,00 40,00 50,00 60,00 70,00 80,00 90,00 100,00 110,00 -5,00E-03 -1,00E-02 -1,50E-02 -2,00E-02 -2,50E-02 -3,00E-02 Tiro cavi 6-8 Prestressing of tendons 6, 7 ,8 End of segment 3 Fine concio 3 -3,50E-02 -4,00E-02 Longitudinal Coordinata axis [m]
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1 Prestressed composite box girder
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• Pont de la Corniche, France 3
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• Ginzan-Miyuki Bridge, Japan 5
Page 7 and 8:
• Long span building structures (
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Verrieres bridge - France 9
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Gassino bridge - Torino - Italy 11
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Some theory stuff 13
Page 15 and 16:
15 Bending behaviour of corrugated
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17 Shear behaviour of corrugated we
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1/d 19 Shear behaviour of corrugate
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21 Shear behaviour of corrugated we
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23 Creep and relaxation functions u
Page 25 and 26:
Construction procedure common to bo
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27 Position Continuity support Mids
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Phase 1 - Positioning of steel box
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31 Phase 4 - Internal prestressing
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34 Phase 5 Repetition of previous o
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Phase 7 - External prestressing 36
Page 38 and 39:
38 Transversal truss stiffeners det
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40 Hammers 1 and 3 Time steps Eleme
Page 42 and 43: 42 Bending moment diagrams during h
Page 54 and 55: 54 Bending moment diagrams: end of
Page 56 and 57: 56 Bending moment diagrams: permane
Page 58 and 59: 58 Bending moment diagrams: end of
Page 60 and 61: 60 Axial stress in concrete top sla
Page 62 and 63: 62 Axial stress in concrete bottom
Page 64 and 65: 64 Axial stress in steel top flange
Page 66 and 67: 66 Axial stress in steel bottom fla
Page 72 and 73: 72 Modeling of CORRUGATED WEBS
Page 74 and 75: An analytical method to calculate t
Page 76 and 77: 76 An analytical method to calculat
Page 78 and 79: Comparison of results between corru
Page 84 and 85: 84 Axial stress in steel top flange
Page 86 and 87: 86 Axial stress in steel bottom fla
Page 88 and 89: 88 Cumbering design Displacements w
Page 100 and 101: 100 Cumbering design Displacements
Page 124 and 125: Conclusions 124
Page 126 and 127: 126 Materials amount Flat webs Corr
Page 128 and 129: 128 Use of steel With corrugated we
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