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106 Cumbering design Displacements without cumbering 4,00E-02 Vert. Abbassamento displacement [m] [m] 2,00E-02 0,00E+00 8,00 58,00 108,00 158,00 208,00 258,00 -2,00E-02 -4,00E-02 -6,00E-02 -8,00E-02 -1,00E-01 1 Year after construction end 4 years after construction end 1 anno 4 anni 16 anni Longitudinal Coordinata axis [m] 16 years after construction end
107 Cumbering design Displacements without cumbering 4,00E-02 Vert. Abbassamento displacement [m] [m] 2,00E-02 0,00E+00 8,00 58,00 108,00 158,00 208,00 258,00 -2,00E-02 -4,00E-02 -6,00E-02 -8,00E-02 -1,00E-01 1 Year after construction end 4 years after construction end 16 years after construction end 1 anno 4 anni 16 anni 50 anni Longitudinal Coordinata axis [m] 50 years after construction end
Page 1 and 2:
1 Prestressed composite box girder
Page 3 and 4:
• Pont de la Corniche, France 3
Page 5 and 6:
• Ginzan-Miyuki Bridge, Japan 5
Page 7 and 8:
• Long span building structures (
Page 9 and 10:
Verrieres bridge - France 9
Page 11 and 12:
Gassino bridge - Torino - Italy 11
Page 13 and 14:
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
Page 29 and 30:
Phase 1 - Positioning of steel box
Page 31:
31 Phase 4 - Internal prestressing
Page 34 and 35:
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
Page 40 and 41:
40 Hammers 1 and 3 Time steps Eleme
Page 42 and 43:
42 Bending moment diagrams during h
Page 44 and 45:
Page 46 and 47:
Page 48 and 49:
Page 50 and 51:
Page 52 and 53:
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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