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

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Fig. 6-34: ER Dampers: linear (left) and rotating (right) working schemes (Marioni, 2002). Fig. 8-1: Wushi Bridge - fault movement between piers 2 and 3 Fig. 8-2: Wushi Bridge - span collapse due to longitudinal movement at pier P2N Fig. 8-3: Wushi Bridge - shear failure of pier P2S Fig. 8-4: Wushi Bridge - settlement and shear cracks at pier P3N fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 6
Fig, 8-5: Bolu Viaduct - view from abutment S2 Fig. 8-7: Bolu Viaduct - failure of an EDU Fig. 8-8: Bolu Viaduct - unseating of beam end at pier cap Fig. 8-13: Extended seating frame Fig. 8-14: Extended seating frame fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 7
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: Fig. 6-19: View of the Bolu Viaduct
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 and 22: (a) (b) (c) (d) (e) (f) Fig. 11-46:
Page 23 and 24: (a) (b) Fig.11-54: Retrofit of a fo
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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