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Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges

  • Published:2007-12 Issue:12 Volume:29 Page:3210-3226
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Cai C.S.,Shi X.M.,Araujo M.,Chen S.R.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). LRFD bridge design specifications. Washington (DC). 2004

2. American Association of State Highway and Transportation Officials (AASHTO). Standard specifications for highway bridges. Washington (DC). 2002

3. Simulation of bridge-heavy road vehicle interaction and assessment of structure durability;Bruni;International Journal of Vehicle Design,2003

4. Predicted and measured performance of prestressed concrete bridges;Cai;Journal of Bridge Engineering ASCE,2004

5. Structural performance of bridge approach slab under given embankment settlement;Cai;Journal of Bridge Engineering,2005
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