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    Human Comfort Investigation of Steel‐Concrete Composite Floors Subjected to Rhythmic Dynamic Actions

    In the last decades, several excessive vibrations problems in buildings floors have been observed, due to human activities. Therefore, this research work investigates the dynamic structural behaviour of a steel‐concrete composite floor with total area of 315 m2, when subjected to rhythmic human actions, based on the use of different mathematical formulations in order to define the dynamic loadings. The floor numerical modelling was implemented in the finite element program ANSYS, aiming the dynamic structural response analysis. The results indicate important levels for peak accelerations values, resulting in excessive vibrations and discomfort to the building users.

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    Human Comfort Investigation of Steel‐Concrete Composite Floors Subjected to Rhythmic Dynamic Actions

    In the last decades, several excessive vibrations problems in buildings floors have been observed, due to human activities. Therefore, this research work investigates the dynamic structural behaviour of a steel‐concrete composite floor with total area of 315 m2, when subjected to rhythmic human actions, based on the use of different mathematical formulations in order to define the dynamic loadings. The floor numerical modelling was implemented in the finite element program ANSYS, aiming the dynamic structural response analysis. The results indicate important levels for peak accelerations values, resulting in excessive vibrations and discomfort to the building users.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Human Comfort Investigation of Steel‐Concrete Composite Floors Subjected to Rhythmic Dynamic Actions

    In the last decades, several excessive vibrations problems in buildings floors have been observed, due to human activities. Therefore, this research work investigates the dynamic structural behaviour of a steel‐concrete composite floor with total area of 315 m2, when subjected to rhythmic human actions, based on the use of different mathematical formulations in order to define the dynamic loadings. The floor numerical modelling was implemented in the finite element program ANSYS, aiming the dynamic structural response analysis. The results indicate important levels for peak accelerations values, resulting in excessive vibrations and discomfort to the building users.

    Access

    Check access
    Check availability in my library
    Order at Subito €

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    Document information
    Title:

    Human Comfort Investigation of Steel‐Concrete Composite Floors Subjected to Rhythmic Dynamic Actions

    Contributors:

    de A. C. Branco, Nathalia (author) / de Sousa, Felipe Almeida (author) / Santos da Silva, José Guilherme (author)

    Published in:

    ce/papers ; 5 ; 110-119

    Publication date:

    2022-04-01

    Size:

    10 pages

    ISSN:

    2509-7075

    DOI:

    https://doi.org/10.1002/cepa.1706

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

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