The role of soil-foundation-structure (SFS) interaction on seismic behavior of an elevated highway bridge (the I-880 viaduct) with deep foundations is investigated in this paper. A series of time domain, inelastic finite element simulations of seismic behavior of a bridge bent subjected to various e
Influence of ballast models in the dynamic response of railway viaducts
✍ Scribed by Constança Rigueiro; Carlos Rebelo; Luís Simões da Silva
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 905 KB
- Volume
- 329
- Category
- Article
- ISSN
- 0022-460X
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