A continuous bridge is modelled as a multi-span continuous Timoshenko beam with non-uniform cross-section. The vibration behaviour of this beam subjected to moving loads is analyzed by Hamilton's principle with the intermediate point constraints represented by very sti! linear springs. A method base
A general solution to the identification of moving vehicle forces on a bridge
✍ Scribed by A. González; C. Rowley; E. J. OBrien
- Publisher
- John Wiley and Sons
- Year
- 2008
- Tongue
- English
- Weight
- 223 KB
- Volume
- 75
- Category
- Article
- ISSN
- 0029-5981
- DOI
- 10.1002/nme.2262
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