Seismic performance of multisimple-span bridges retrofitted with link slabs

Date

2002-03-01

Author

Caner, Alp
Zia, P.

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During earthquakes multisimple-span bridges are vulnerable to span separation at their expansion joints. A common way of preventing unseating of spans is to have cable or rod restrainers that provide connections between adjacent spans. Alternatively, dislocation of the girders can be controlled with a link slab that is the continuous portion of the bridge deck between simple spans. Seismic retrofit with link slab should be more cost-effective than the existing methods when it is performed during redecking or removal of expansion joints. Maintenance cost associated with expansion joints could also be reduced. This paper discusses the use of link slabs for retrofit of seismically deficient multisimple-span bridges with precast, prestressed concrete girders. The concept is equally applicable to bridges with steel girders. Analytical studies for typical overpasses were performed to investigate the effectiveness of the proposed link slab application. A simple preliminary design procedure was also developed.

Subject Keywords

Civil and Structural Engineering, Building and Construction

URI

https://hdl.handle.net/11511/52369

Journal

Journal of Bridge Engineering

DOI

https://doi.org/10.1061/(asce)1084-0702(2002)7:2(85)

Collections

Department of Civil Engineering, Article

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Citation Formats

A. Caner and P. Zia, “Seismic performance of multisimple-span bridges retrofitted with link slabs,” Journal of Bridge Engineering, pp. 85–93, 2002, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/52369.