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    Modal Coupling and Earthquake Response of Tall Buildings

    New search for: J. B. Hoerner

    The major dynamic features of tall buildings are examined with a shear beam model. The usual one-dimensional model is extended to three dimensions to include modes with translational and rotational components. A class of linear response models for tall buildings is presented having three sets of mutually orthogonal coupled modes. The amount of modal coupling is related to the eccentricities and frequency differences. A perturbation scheme is developed for buildings almost in this class. Rotational components of earthquake response in buildings are related to modal coupling.

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    Modal Coupling and Earthquake Response of Tall Buildings

    New search for: J. B. Hoerner

    The major dynamic features of tall buildings are examined with a shear beam model. The usual one-dimensional model is extended to three dimensions to include modes with translational and rotational components. A class of linear response models for tall buildings is presented having three sets of mutually orthogonal coupled modes. The amount of modal coupling is related to the eccentricities and frequency differences. A perturbation scheme is developed for buildings almost in this class. Rotational components of earthquake response in buildings are related to modal coupling.

    Access

    Access via TIB
    Check availability in my library

    Modal Coupling and Earthquake Response of Tall Buildings

    New search for: J. B. Hoerner

    The major dynamic features of tall buildings are examined with a shear beam model. The usual one-dimensional model is extended to three dimensions to include modes with translational and rotational components. A class of linear response models for tall buildings is presented having three sets of mutually orthogonal coupled modes. The amount of modal coupling is related to the eccentricities and frequency differences. A perturbation scheme is developed for buildings almost in this class. Rotational components of earthquake response in buildings are related to modal coupling.

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    Access via TIB
    Check availability in my library

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    Document information
    Title:

    Modal Coupling and Earthquake Response of Tall Buildings

    Contributors:

    J. B. Hoerner (author)

    Publication date:

    1971

    Size:

    163 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Structural Analyses , Skyscrapers , Earthquake resistant structures , Shear stresses , Structural analysis , Dynamic response , Perturbation theory , Rotation , Reviews , Theses , Earthquake response , Tall buildings , Modal coupling

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