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- W2182404168 abstract "The seismic evaluation of long-span bridges typically requires consideration of dynamic soilstructure interaction (SSI) effects on the seismic response of such bridges. Dynamic SSI effects depend primarily on the bridge structural system and its dynamic characteristics, the configuration of the bridge foundations, and the stratigraphy and properties of the supporting soils and rock. This paper illustrates the formulation of the substructuring method of SSI analysis for the seismic evaluation of the Manhattan Bridge in New York City. The paper presents the approach used to formulate the SSI models for the tower caissons and for the anchorage foundations. It discusses the options considered for model selection and presents typical results for the dynamic impedances of the bridge foundations and for the effects of kinematic interaction. Also, it discusses possible pitfalls that may be encountered in the formulation of substructure SSI models and that can lead to improper simulation of SSI effects." @default.
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- W2182404168 date "2014-05-14" @default.
- W2182404168 modified "2023-09-27" @default.
- W2182404168 title "SOIL-STRUCTURE INTERACTION ANALYSIS OF THE MANHATTAN BRIDGE FOUNDATIONS" @default.
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