fib Bulletin 39, Seismic bridge design and retrofit – structural solutions

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(a) (b) (c) Fig. 11-52: Footing retrofit: (a) extension of footing and new piles (California, USA), (b) extension of footing and new piles (Japan), and (c) Overlay of footing (Japan) fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 22
(a) (b) Fig.11-54: Retrofit of a footing using aramid fiber reinforced plastic rods: (a) as-built bridge, (b) aramid fiber reinforced plastic rods, and (c) aramid fiber reinforced plastic rods installed in the footing in the vertical direction [courtesy of Sumitomo Mitsui Construction] (c) (a) (b) Fig. 11-55: Implementation of steel segment dry-up method: (a) assembling test, and (b) assembling the segments around the foundation [courtesy of Obayashi Construction] fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 23
Page 1 and 2: fib Bulletin 39, Seismic bridge des
Page 3 and 4: Fig. 4-10: Example of use of the us
Page 5 and 6: Fig. 6-19: View of the Bolu Viaduct
Page 7 and 8: Fig, 8-5: Bolu Viaduct - view from
Page 9 and 10: Fig. 9-10: Road system of Shelby Co
Page 11 and 12: Fig. 10-5: Flexural failure above c
Page 13 and 14: Effective strain, % 10 0 10 -1 10 -
Page 15 and 16: Fig. 11-13: Engagement joint (Court
Page 17 and 18: R i i t d ƒCƒgƒ‹ • (a) (b) c
Page 19 and 20: Fig. 11-35: Precast concrete segmen
Page 21: (a) (b) (c) (d) (e) (f) Fig. 11-46:
Page 25 and 26: (a) (b) Fig. 11-67: Seismic retrofi

fib Bulletin 39, Seismic bridge design and retrofit – structural solutions

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