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    From Impact to Control: Inertially Amplified Friction Bearings

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 004::page 04024071-1
    Author:
    Sudip Chowdhury
    ,
    Arnab Banerjee
    ,
    Sondipon Adhikari
    DOI: 10.1061/AJRUA6.RUENG-1407
    Publisher: American Society of Civil Engineers
    Abstract: The conventional friction bearings have limitations in controlling the structures’ vibration. To overcome their limitations and upgrade their seismic performances, the inertial amplifiers and inerters are applied to the core material of the conventional friction bearings. Accordingly, this paper introduces two kinds of upgraded friction bearings: inertial amplifier friction bearings and inerter-based friction bearings. These upgraded friction bearings are installed at the base of the single and multi-story buildings with an adjacent retaining wall. The impact between the building and the retaining wall is considered. Following Newton’s second law, the governing equations of motion for the isolated structures, including the impact, are derived. The impact is formulated by the signum function to derive analytical optimal closed-form solutions for the design parameters of these upgraded base isolators. H2 and H∞ optimization methods are applied to derive the exact closed-form expression for the optimal design parameters. To employ the H2 optimization method, the statistical linearization method is applied to linearize each nonlinear element of the governing equations of motion. Parametric studies show that optimum frequency and damping ratios decrease with increasing isolator mass ratio, increase with increasing inertial angle, and decrease with increasing isolator mass ratio. Transfer function development is the first step in obtaining dynamic reactions of isolated structures. Furthermore, Newmark-beta method is employed to validate the results of the frequency domain analysis and obtained dynamic response histories for the isolated single-degree-of-freedom systems. According to the results, the dynamic response reduction capacities of the inerter-based friction bearing and inertial amplifier friction bearing are significantly 97.16% and 96.62% superior to the conventional base isolators. All results are mathematically derived and accurate; hence, applicable to practical implementations.
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      From Impact to Control: Inertially Amplified Friction Bearings

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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorSudip Chowdhury
    contributor authorArnab Banerjee
    contributor authorSondipon Adhikari
    date accessioned2025-04-20T10:25:00Z
    date available2025-04-20T10:25:00Z
    date copyright10/9/2024 12:00:00 AM
    date issued2024
    identifier otherAJRUA6.RUENG-1407.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304679
    description abstractThe conventional friction bearings have limitations in controlling the structures’ vibration. To overcome their limitations and upgrade their seismic performances, the inertial amplifiers and inerters are applied to the core material of the conventional friction bearings. Accordingly, this paper introduces two kinds of upgraded friction bearings: inertial amplifier friction bearings and inerter-based friction bearings. These upgraded friction bearings are installed at the base of the single and multi-story buildings with an adjacent retaining wall. The impact between the building and the retaining wall is considered. Following Newton’s second law, the governing equations of motion for the isolated structures, including the impact, are derived. The impact is formulated by the signum function to derive analytical optimal closed-form solutions for the design parameters of these upgraded base isolators. H2 and H∞ optimization methods are applied to derive the exact closed-form expression for the optimal design parameters. To employ the H2 optimization method, the statistical linearization method is applied to linearize each nonlinear element of the governing equations of motion. Parametric studies show that optimum frequency and damping ratios decrease with increasing isolator mass ratio, increase with increasing inertial angle, and decrease with increasing isolator mass ratio. Transfer function development is the first step in obtaining dynamic reactions of isolated structures. Furthermore, Newmark-beta method is employed to validate the results of the frequency domain analysis and obtained dynamic response histories for the isolated single-degree-of-freedom systems. According to the results, the dynamic response reduction capacities of the inerter-based friction bearing and inertial amplifier friction bearing are significantly 97.16% and 96.62% superior to the conventional base isolators. All results are mathematically derived and accurate; hence, applicable to practical implementations.
    publisherAmerican Society of Civil Engineers
    titleFrom Impact to Control: Inertially Amplified Friction Bearings
    typeJournal Article
    journal volume10
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1407
    journal fristpage04024071-1
    journal lastpage04024071-18
    page18
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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