Dynamic Anomalies in a Modular Bridge Expansion Joint

Author:

Ancich Eric J.123,Chirgwin Gordon J.123,Brown Stephen C.123

Affiliation:

1. Senior Project Engineer, Bridge Technology Section, Roads and Traffic Authority of NSW, PO Box 558, Blacktown 2148, Australia.

2. Manager, Bridge Policies Standards & Records, Roads and Traffic Authority of NSW, PO Box 558, Blacktown 2148, Australia.

3. Associate, Heggies Australia Pty Ltd, PO Box 176, Lane Cove 1595, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Agarwal A. C. (1991). “Static and dynamic testing of a modular expansion joint in the Burlington Skyway ” Proc. 3rd World Congress on Joint Sealing and Bearing Systems for Concrete Structures American Concrete Institute Detroit.

2. Crocetti R. (2001). “On some fatigue problems related to steel bridges ” Ph.D. thesis Chalmers Univ. of Technology Göteborg Sweden.

3. Crocetti R. and Edlund B. (2001). “Fatigue performance of modular bridge expansion joints ” Chalmers Univ. of Technology Göteborg Sweden.

4. Dexter R. J. Connor R. J. and Kaczinski M. R. (1997). “Fatigue design in modular bridge expansion joints ” Report 402 National Cooperative Highway Research Program Transportation Research Board Washington D.C.

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