A stochastic approach has been formulated for the linear analysis of suspension bridges subjected to earthquake excitations. The transfer functions of various responses have been formulated while including the e!ects of dynamic Soil}Structure Interaction (SSI) via the use of the "xed-base modes of t
DYNAMIC INTERACTION OF LONG SUSPENSION BRIDGES WITH RUNNING TRAINS
β Scribed by H. XIA; Y.L. XU; T.H.T. CHAN
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 324 KB
- Volume
- 237
- Category
- Article
- ISSN
- 0022-460X
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