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    Physics-Based Method for the Removal of Spurious Resonant Frequencies in High-Frequency Force Balance Tests

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Wei Cui
    ,
    Luca Caracoglia
    DOI: 10.1061/(ASCE)ST.1943-541X.0001414
    Publisher: American Society of Civil Engineers
    Abstract: The high-frequency force balance (HFFB) test is a widely used method for estimating lateral turbulent wind loads on tall buildings in a wind tunnel. The method relies on use of a highly accurate force sensor placed at the base of the tall building model to measure base forces and overturning moments. Because the turbulent wind load excitation is broadband, it is important to adequately design the connection detail between the model and the sensor. Accurate design is needed to avoid contaminating the measurement of the lateral wind loads by the potential spurious resonant effect, which is induced by flexibility in the connection detail. This design often relies on the experience of the wind tunnel modeler. On occasion, because of the limitations of test setup and environment, the connection detail between the building model and the HFFB force sensor may not be sufficiently stiff. Consequently, resonant response caused by the flexible connection may affect the power spectral density function of the measured wind loads. One of the methods to address this problem is to filter the HFFB output signal and to remove undesirable response within a specific frequency interval by conventional digital filter methods. However, this may cause the removal of important features of the wind loading. This paper presents a simple yet efficient method, based on classical dynamic theory, to eliminate the spurious effect. The method is applied to the “correction” of an experimental wind load spectrum.
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      Physics-Based Method for the Removal of Spurious Resonant Frequencies in High-Frequency Force Balance Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237265
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    contributor authorWei Cui
    contributor authorLuca Caracoglia
    date accessioned2017-12-16T09:00:04Z
    date available2017-12-16T09:00:04Z
    date issued2016
    identifier other%28ASCE%29ST.1943-541X.0001414.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237265
    description abstractThe high-frequency force balance (HFFB) test is a widely used method for estimating lateral turbulent wind loads on tall buildings in a wind tunnel. The method relies on use of a highly accurate force sensor placed at the base of the tall building model to measure base forces and overturning moments. Because the turbulent wind load excitation is broadband, it is important to adequately design the connection detail between the model and the sensor. Accurate design is needed to avoid contaminating the measurement of the lateral wind loads by the potential spurious resonant effect, which is induced by flexibility in the connection detail. This design often relies on the experience of the wind tunnel modeler. On occasion, because of the limitations of test setup and environment, the connection detail between the building model and the HFFB force sensor may not be sufficiently stiff. Consequently, resonant response caused by the flexible connection may affect the power spectral density function of the measured wind loads. One of the methods to address this problem is to filter the HFFB output signal and to remove undesirable response within a specific frequency interval by conventional digital filter methods. However, this may cause the removal of important features of the wind loading. This paper presents a simple yet efficient method, based on classical dynamic theory, to eliminate the spurious effect. The method is applied to the “correction” of an experimental wind load spectrum.
    publisherAmerican Society of Civil Engineers
    titlePhysics-Based Method for the Removal of Spurious Resonant Frequencies in High-Frequency Force Balance Tests
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001414
    treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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