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    Tall Buildings and Damping: A Concept-Based Data-Driven Model

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author:
    Seymour M. J. Spence
    ,
    Ahsan Kareem
    DOI: 10.1061/(ASCE)ST.1943-541X.0000890
    Publisher: American Society of Civil Engineers
    Abstract: Modern tall buildings are characterized by their slenderness and sensitivity to resonant wind effects. This is especially true considering the acceleration-based motion perception criteria under which they must be designed. In light of the significance of the resonant response, damping plays an important role in the design of tall buildings. Unfortunately, unlike other mechanical characteristics of structures, damping is far more difficult to estimate. This is due to the inherent complexity and high number of mechanisms responsible for damping. For this reason, the experimental determination of damping levels for tall buildings from full-scale data collected during monitoring programs has obtained a tremendous amount of interest over the past years. This paper firstly reviews the predictive damping models that are available in the literature highlighting their merits and shortcomings in light of the extensive experimental damping data collected over the past few years. A novel amplitude-dependent data-driven model is then proposed based on a fully probabilistic description of the mechanisms that are hypothesized to generate the majority of damping in tall buildings. Finally, the proposed model is calibrated to a number of specific buildings demonstrating its robustness.
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      Tall Buildings and Damping: A Concept-Based Data-Driven Model

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    contributor authorSeymour M. J. Spence
    contributor authorAhsan Kareem
    date accessioned2017-05-08T22:01:08Z
    date available2017-05-08T22:01:08Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29st%2E1943-541x%2E134.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68831
    description abstractModern tall buildings are characterized by their slenderness and sensitivity to resonant wind effects. This is especially true considering the acceleration-based motion perception criteria under which they must be designed. In light of the significance of the resonant response, damping plays an important role in the design of tall buildings. Unfortunately, unlike other mechanical characteristics of structures, damping is far more difficult to estimate. This is due to the inherent complexity and high number of mechanisms responsible for damping. For this reason, the experimental determination of damping levels for tall buildings from full-scale data collected during monitoring programs has obtained a tremendous amount of interest over the past years. This paper firstly reviews the predictive damping models that are available in the literature highlighting their merits and shortcomings in light of the extensive experimental damping data collected over the past few years. A novel amplitude-dependent data-driven model is then proposed based on a fully probabilistic description of the mechanisms that are hypothesized to generate the majority of damping in tall buildings. Finally, the proposed model is calibrated to a number of specific buildings demonstrating its robustness.
    publisherAmerican Society of Civil Engineers
    titleTall Buildings and Damping: A Concept-Based Data-Driven Model
    typeJournal Paper
    journal volume140
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000890
    treeJournal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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