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
Moving load identification on multi-span continuous bridges with elastic bearings
โ Scribed by X.Q. Zhu; S.S. Law
- Book ID
- 108299801
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 427 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0888-3270
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