YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Vibration Control by Multiple Tuned Liquid Dampers (MTLDs)

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author:
    Y. Fujino
    ,
    L. M. Sun
    DOI: 10.1061/(ASCE)0733-9445(1993)119:12(3482)
    Publisher: American Society of Civil Engineers
    Abstract: The multiple tuned liquid dampers (MTLDs), which consist of a number of TLDs whose first natural frequencies of sloshing are distributed over a certain range around the natural frequency of a structure, are studied. The simulations on the liquid motion in the MTLDs as well as the MTLDs‐structure interaction are carried out by using a shallow water‐wave theory. Then, two types of experiments, a forced‐excitation experiment and an MTLDs‐structure interaction experiment are conducted. The experiments and the simulation studies show that the MTLDs are efficient in the small amplitude range than the conventional TLDs, which have a single natural sloshing frequency, while the MTLDs efficiency is more or less the same level to that of the conventional TLDs in large amplitude range because of the damping nonlinearity of liquid motion. It is also shown that the control efficiency is not degraded, even though there is some offset in the tuning. This is the most significant point in actual engineering application. Finally, the application of the MTLDs to a high‐rise building is presented as an example.
    • Download: (1.302Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Vibration Control by Multiple Tuned Liquid Dampers (MTLDs)

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31595
    Collections
    • Journal of Structural Engineering

    Show full item record

    contributor authorY. Fujino
    contributor authorL. M. Sun
    date accessioned2017-05-08T20:54:57Z
    date available2017-05-08T20:54:57Z
    date copyrightDecember 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A12%283482%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31595
    description abstractThe multiple tuned liquid dampers (MTLDs), which consist of a number of TLDs whose first natural frequencies of sloshing are distributed over a certain range around the natural frequency of a structure, are studied. The simulations on the liquid motion in the MTLDs as well as the MTLDs‐structure interaction are carried out by using a shallow water‐wave theory. Then, two types of experiments, a forced‐excitation experiment and an MTLDs‐structure interaction experiment are conducted. The experiments and the simulation studies show that the MTLDs are efficient in the small amplitude range than the conventional TLDs, which have a single natural sloshing frequency, while the MTLDs efficiency is more or less the same level to that of the conventional TLDs in large amplitude range because of the damping nonlinearity of liquid motion. It is also shown that the control efficiency is not degraded, even though there is some offset in the tuning. This is the most significant point in actual engineering application. Finally, the application of the MTLDs to a high‐rise building is presented as an example.
    publisherAmerican Society of Civil Engineers
    titleVibration Control by Multiple Tuned Liquid Dampers (MTLDs)
    typeJournal Paper
    journal volume119
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:12(3482)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 012
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian