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    Calcul dynamique de structures en bois fondé sur les comportements des assemblages

    New search for: Richard, Nicolas
    New search for: Daudeville, Laurent
    New search for: Yasumura, Motoï

    A simplified method is presented for the analysis of the seismic behaviour of timber framed structures. All the dissipation phenomena are assumed to be concentrated in joints. An hysteretic model of dowel type connections is proposed. It was identified from tests performed on elementary joints under monotonic and cyclic loading. The model was implemented into a finite element code devoted to the prediction of the dynamic response of timber structures. Pseudo-dynamic tests were performed to a two storey structure. The simulation of this test is presented.

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    Calcul dynamique de structures en bois fondé sur les comportements des assemblages

    New search for: Richard, Nicolas
    New search for: Daudeville, Laurent
    New search for: Yasumura, Motoï

    A simplified method is presented for the analysis of the seismic behaviour of timber framed structures. All the dissipation phenomena are assumed to be concentrated in joints. An hysteretic model of dowel type connections is proposed. It was identified from tests performed on elementary joints under monotonic and cyclic loading. The model was implemented into a finite element code devoted to the prediction of the dynamic response of timber structures. Pseudo-dynamic tests were performed to a two storey structure. The simulation of this test is presented.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Calcul dynamique de structures en bois fondé sur les comportements des assemblages

    New search for: Richard, Nicolas
    New search for: Daudeville, Laurent
    New search for: Yasumura, Motoï

    A simplified method is presented for the analysis of the seismic behaviour of timber framed structures. All the dissipation phenomena are assumed to be concentrated in joints. An hysteretic model of dowel type connections is proposed. It was identified from tests performed on elementary joints under monotonic and cyclic loading. The model was implemented into a finite element code devoted to the prediction of the dynamic response of timber structures. Pseudo-dynamic tests were performed to a two storey structure. The simulation of this test is presented.

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    Title:

    Calcul dynamique de structures en bois fondé sur les comportements des assemblages

    Contributors:

    Richard, Nicolas (author) / Daudeville, Laurent (author) / Yasumura, Motoï (author)

    Published in:

    Revue Française de Génie Civil ; 8 ; 289-302

    Publication date:

    2004-02-01

    Size:

    14 pages

    ISSN:

    1279-5119

    DOI:

    https://doi.org/10.1080/12795119.2004.9692607

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    Unknown

    Keywords:

    timber frame structure , joints , finite element model , pseudo-dynamic tests , structures bois , assemblages , éléments finis , tests pseudo-dynamiques

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