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

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Fig. 6-5: The Thjorsa bridge in the South Iceland Lowlands (mceer.buffalo.edu). Fig. 6-8: Section of a Laminated (left) and Lead (right) Rubber Bearings. Fig. 6-18: C-shaped Device (left) and EDU Device (right). fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 4
Fig. 6-19: View of the Bolu Viaduct (Priestley and Calvi, 2003) (left) and detail of the pier top (Marioni, ALGA S.p.A.) (right). Fig. 6-25: Representation of the viscous damper units in the Rion-Antirion bridge (http://www.gefyra.gr) (left), example of viscous dampers application to a bridge located at Yen-Chou in Taiwan (Hwang and Tseng, 2005) (right). Fig. 6-33: Double-ended MR damper (left) and MR piloted hydraulic damper (right). fib Bulletin 39: Seismic bridge design and retrofit – structural solutions: Colour figures 5
Page 1 and 2: fib Bulletin 39, Seismic bridge des
Page 3: Fig. 4-10: Example of use of the us
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 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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