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Simplified analysis of the dynamic soil–structure interaction of a portal frame railway bridge

✍ Scribed by Mahir Ülker-Kaustell; Raid Karoumi; Costin Pacoste

Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
823 KB
Volume
32
Category
Article
ISSN
0141-0296

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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