Attainment of an Integral Abutment Bridge through the Refurbishment of a Simply Supported Structure

Author:

Zordan Tobia1,Briseghella Bruno1

Affiliation:

1. Dept. of Construction of Architecture DCA, IUAV, University of Venice, Venice, Italy

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Horvat, J. S.Integral-Abutment Bridges: geotechnical problems and solutions using geosynthetics and ground improvement, Proceedings of the 2005 FHWA Conference: Integral abutment and jointless bridges, Baltimore-Maryland, 2005, pp. 281–291.

2. Tandon, M.Integral bridges: The final frontier, Proceedings of the 4th Conference on “Current and future trends in bridge design, construction and maintenance”, Thomas Telford, London, 2005, pp. 113–118.

3. Burke M. P. JR.Integral bridges: Attributes and limitations, Transp. Res. Rec. 1993, Transportation Research Board, Washington, D.C., 2003, pp. 1–8.

4. Arockiasamy, M.; Sivakumar, M.Effects of Restraint Moments in Integral Abutment Bridges, Proceedings of the 2005 FHWA Conference: Integral abutment and jointless bridges, Baltimore-Maryland, 2005, pp. 185–198.

5. Perkun, J.; Michael, K.Design and construction of dual 630-foot, jointless, three span, continuous multi-girder Bridges in St. Albans, West Virginia, USA, Carrying U.S. Route 60 over the Coal river,Proceedings of the 2005 FHWA Conference: Integral abutment and jointless bridges, Baltimore-Maryland, 2005, pp. 97–112.

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