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    Forced-Vibration Tests of a Reinforced Concrete Four-Story Building Structure

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007::page 04721004-1
    Author:
    Jaime De-la-Colina
    ,
    Jesús Valdés-González
    DOI: 10.1061/(ASCE)ST.1943-541X.0003011
    Publisher: ASCE
    Abstract: A set of acceleration records obtained at specific points of an actual reinforced concrete, four-story building structure subjected to forced vibrations are presented and documented in this data paper. The structure has vertical setbacks, which gives it natural eccentricity along one direction. The tests were conducted to study the torsional behavior of the structure subjected to forced and ambient vibrations. A mechanical eccentric-mass exciter was used for the tests. The exciter was attached to the roof slab at two locations, and the resultant force was varied in position, magnitude, direction, and frequency. During the tests, the only vertical loads applied to the building structure were those resulting from the self-weight of the columns, beams, and slabs. No additional vertical dead or live loads existed. Given the characteristics of the structure and the tests, the generated data can be used for several purposes, such as building torsion and structural identification, among others. The simplicity of the building allows for the faithful analytical replication of the conducted tests because there is no interference with nonstructural elements or live loads.
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      Forced-Vibration Tests of a Reinforced Concrete Four-Story Building Structure

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4270383
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    contributor authorJaime De-la-Colina
    contributor authorJesús Valdés-González
    date accessioned2022-01-31T23:48:15Z
    date available2022-01-31T23:48:15Z
    date issued7/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003011.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270383
    description abstractA set of acceleration records obtained at specific points of an actual reinforced concrete, four-story building structure subjected to forced vibrations are presented and documented in this data paper. The structure has vertical setbacks, which gives it natural eccentricity along one direction. The tests were conducted to study the torsional behavior of the structure subjected to forced and ambient vibrations. A mechanical eccentric-mass exciter was used for the tests. The exciter was attached to the roof slab at two locations, and the resultant force was varied in position, magnitude, direction, and frequency. During the tests, the only vertical loads applied to the building structure were those resulting from the self-weight of the columns, beams, and slabs. No additional vertical dead or live loads existed. Given the characteristics of the structure and the tests, the generated data can be used for several purposes, such as building torsion and structural identification, among others. The simplicity of the building allows for the faithful analytical replication of the conducted tests because there is no interference with nonstructural elements or live loads.
    publisherASCE
    titleForced-Vibration Tests of a Reinforced Concrete Four-Story Building Structure
    typeJournal Paper
    journal volume147
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003011
    journal fristpage04721004-1
    journal lastpage04721004-11
    page11
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007
    contenttypeFulltext
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