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W2404970809 abstract "It is widely recognized that soil-foundation-structure-interaction (SFSI) can be a major factor in the seismic response of structures built on soft and deformable soils, such as was observed in the Canterbury Earthquakes. However, difficult numerical procedures involved in SFSI studies and a general lack of understanding of constitutive models of soils are the main obstacles in conducting SFSI analysis. With the vision of encouraging practising engineers to undertake SFSI analysis for important structures, the paper presents a fundamental, unified and pragmatic view of SFSI problems, both for shallow and deep foundations. The paper presents a method for determining lumped stiffness and viscous damping coefficients for deep foundation systems with distributed springs and dashpots which can considerably reduce computational and design efforts. Subsequently, discussion is given to applicability of constitutive models in non-linear SFSI problems: from the simplest discrete spring approach based on deformation theory, to complicated elasto-plastic models based on rate independent plastic flow theory." @default.
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W2404970809 date "2013-01-01" @default.
W2404970809 modified "2023-09-26" @default.
W2404970809 title "Soil-foundation-structure-interaction: A unified approach and applicability of constitutive relations for sandy soils" @default.
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