Simple model of frequency-dependent impedance functions in soil-structure interaction using frequency-independent elements / Masato Saitoh in Journal of engineering mechanics, Vol. 133 N°10 (Octobre 2007)  

Public ISBD [article]  inJournal of engineering mechanics > Vol. 133 N°10 (Octobre 2007) . - pp.1101–1114. Titre : Simple model of frequency-dependent impedance functions in soil-structure interaction using frequency-independent elements Type de document : texte imprimé Auteurs : Masato Saitoh, Auteur Année de publication : 2007 Article en page(s) : pp.1101–1114. Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Soil-structure interaction Elastic foundations Soil-pile Dynamic analysis Embedded Frequency Résumé : This study presents a methodology to make a simple equivalent model of frequency-dependent impedance functions of soil-structure interactions using a frequency-independent spring and dashpot, together with a proposed element called “gyromass.” The gyromass is frequency independent and is defined as a unit system that generates a reaction force due to the relative acceleration of the nodes between which the gyromass is placed. It is found that a model consisting of a spring, dashpot, and gyromass may generate various types of frequency-dependent impedance characteristics. This study proposes two types of simple models that express typical frequency-independent impedance functions of soil-structure interactions by using the gyromass. The advantage of these models is that the frequency-dependent characteristics can easily be expressed by a small number of elements and degrees of freedom. Moreover, they can be applied directly to conventional time-history analyses, even beyond the elastic region of the structural members. An example in which a simple model is applied to the time-history analysis of a soil-pile-superstructure system with an inelastic structural member when subjected to an earthquake wave is illustrated. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9399%282007%29133%3A10%281 [...] [article] Simple model of frequency-dependent impedance functions in soil-structure interaction using frequency-independent elements [texte imprimé] / Masato Saitoh, Auteur . - 2007 . - pp.1101–1114. Mécanique appliquée Langues : Anglais (eng) in Journal of engineering mechanics > Vol. 133 N°10 (Octobre 2007) . - pp.1101–1114. Mots-clés : Soil-structure interaction Elastic foundations Soil-pile Dynamic analysis Embedded Frequency Résumé : This study presents a methodology to make a simple equivalent model of frequency-dependent impedance functions of soil-structure interactions using a frequency-independent spring and dashpot, together with a proposed element called “gyromass.” The gyromass is frequency independent and is defined as a unit system that generates a reaction force due to the relative acceleration of the nodes between which the gyromass is placed. It is found that a model consisting of a spring, dashpot, and gyromass may generate various types of frequency-dependent impedance characteristics. This study proposes two types of simple models that express typical frequency-independent impedance functions of soil-structure interactions by using the gyromass. The advantage of these models is that the frequency-dependent characteristics can easily be expressed by a small number of elements and degrees of freedom. Moreover, they can be applied directly to conventional time-history analyses, even beyond the elastic region of the structural members. An example in which a simple model is applied to the time-history analysis of a soil-pile-superstructure system with an inelastic structural member when subjected to an earthquake wave is illustrated. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9399%282007%29133%3A10%281 [...]

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