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

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Fig. 8-15: Abutment with extended seating length and special bearings Fig. 8-16: Piers with extended seating length and special bearings Fig. 8-17: Steel bridge and in-situ concrete bridges. fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 8
Fig. 9-10: Road system of Shelby County [Werner (2004)] Fig. 9-12: State of the bridges in the road system of Shelby County [Werner (2000)] Figure 10-1: Span collapses at the Golden State-Antelope Valley interchange collectors during the 1971 San Fernando (left) and the 1994 Northridge (right) earthquakes (courtesy of USGS). fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 9
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: Fig, 8-5: Bolu Viaduct - view from
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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