m - ACES
m - ACES m - ACES
38 Transversal truss stiffeners detail. Longitudinal spacing = 3m The shape of plenty of them is modified to avoid external tendons geometrical interferences. (See arrows in the picture (See arrows in the picture beside and in the previous slide)
Construction time scheduling common to both flat and corrugated webs solutions 39
- 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 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: 44 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
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- 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
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- 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
38<br />
Transversal truss stiffeners<br />
detail.<br />
Longitudinal spacing = 3m<br />
The shape of plenty of them<br />
is modified to avoid external<br />
tendons geometrical<br />
interferences.<br />
(See arrows in the picture<br />
(See arrows in the picture<br />
beside and in the previous<br />
slide)
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