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Soil-structure interaction effects on the seismic response of tall chimneys

✍ Scribed by J. Enrique Luco

Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
735 KB
Volume
5
Category
Article
ISSN
0267-7261

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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