A frequency-dependent and intensity-dependent macroelement for reduced order seismic analysis of soil-structure interacting systems
نویسندگان
چکیده
منابع مشابه
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متن کاملThe influence of the soil-foundation frequency- dependent behavior on the seismic performance of bridges
Bridge structure performance estimation under a seismic hazard can be significantly influenced by the level of modelling detail within the simulation of the soil structure interaction phenomenon. As the computational demands of such estimation greatly restricts the implementation of a detailed truncated FEM simulation of the semiinfinite soil domain, the Kelvin – Voigt Model within the framewor...
متن کاملThe influence of the soil-foundation frequency- dependent behavior on the seismic performance of bridges
Bridge structure performance estimation under a seismic hazard can be significantly influenced by the level of modelling detail within the simulation of the soil structure interaction phenomenon. As the computational demands of such estimation greatly restricts the implementation of a detailed truncated FEM simulation of the semiinfinite soil domain, the Kelvin – Voigt Model within the framewor...
متن کاملThe influence of the soil-foundation frequency- dependent behavior on the seismic performance of bridges
Bridge structure performance estimation under a seismic hazard can be significantly influenced by the level of modelling detail within the simulation of the soil structure interaction phenomenon. As the computational demands of such estimation greatly restricts the implementation of a detailed truncated FEM simulation of the semiinfinite soil domain, the Kelvin – Voigt Model within the framewor...
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ژورنال
عنوان ژورنال: Earthquake Engineering & Structural Dynamics
سال: 2018
ISSN: 0098-8847
DOI: 10.1002/eqe.3063