m - ACES
m - ACES m - ACES
44 Bending moment diagrams during hammer construction phases 3,00E+07 Bending moment [Nm] Momenti [Nm] 2,00E+07 Fine segment concio 2 End of 1,00E+07 Fine segment concio 1 0,00E+00 40 45 50 55 60 65 70 75 80 85 -1,00E+07 -2,00E+07 Prestressing of Tiro tendons cavi 1-21 and 2 End of -3,00E+07 Longitudinal Coordinata axis [m] [m]
45 Bending moment diagrams during hammer construction phases 3,00E+07 Bending moment [Nm] Momenti [Nm] 2,00E+07 1,00E+07 0,00E+00 40 45 50 55 60 65 70 75 80 85 -1,00E+07 -2,00E+07 -3,00E+07 End of segment 1 Fine concio 1 Prestressing of Tiro tendons cavi 1-21 and 2 Longitudinal Coordinata axis [m] [m] End of segment 2 Fine concio 2 Prestressing Tiro cavi 3-5 of tendons 3, 4, 5
- 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
- Page 17 and 18: 17 Shear behaviour of corrugated we
- Page 19 and 20: 1/d 19 Shear behaviour of corrugate
- Page 21 and 22: 21 Shear behaviour of corrugated we
- Page 23 and 24: 23 Creep and relaxation functions u
- Page 25 and 26: Construction procedure common to bo
- Page 27 and 28: 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
- Page 36 and 37: 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 46 and 47: 46 Bending moment diagrams during h
- Page 48 and 49: 48 Bending moment diagrams during h
- Page 50 and 51: 50 Bending moment diagrams during h
- Page 52 and 53: 52 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 68 and 69: 68 Axial stress in concrete top sla
- Page 70 and 71: 70 Axial stress in concrete bottom
- 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 80 and 81: 80 Axial stress in concrete top sla
- Page 82 and 83: 82 Axial stress in concrete bottom
- 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 90 and 91: 90 Cumbering design Displacements w
- Page 92 and 93: 92 Cumbering design Displacements w
45<br />
Bending moment diagrams during hammer construction phases<br />
3,00E+07<br />
Bending moment [Nm]<br />
Momenti [Nm]<br />
2,00E+07<br />
1,00E+07<br />
0,00E+00<br />
40 45 50 55 60 65 70 75 80 85<br />
-1,00E+07<br />
-2,00E+07<br />
-3,00E+07<br />
End of<br />
segment 1<br />
Fine concio 1<br />
Prestressing<br />
of Tiro tendons cavi 1-21<br />
and 2<br />
Longitudinal Coordinata axis [m] [m]<br />
End of<br />
segment 2<br />
Fine concio 2<br />
Prestressing<br />
Tiro cavi 3-5<br />
of tendons 3,<br />
4, 5
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