references.bib

@ARTICLE {
}
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}
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}
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@ARTICLE {farhat1993updating,
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@BOOK {friswell1995finite,
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    year      = "1995",
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}
@INPROCEEDINGS {iemura1999substructured,
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}
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@PHDTHESIS {lee2004study,
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}
@TECHREPORT {NCEER-95-0009,
    author      = "C. Li and A.M. Reinhorn",
    title       = "Experimental \& Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping: Part II - Friction Devices",
    institution = "the University at Buffalo, State University of New York",
    year        = "1995",
    number      = "NCEER-95-0009",
    month       = "July",
    abstract    = "This is the second in a series of NCEER technical reports by the authors addressing capabilities and limitations of passive energy dissipation systems through performance comparative studies. Friction devices are considered in this report through a combined experimental and analytical study. The 1:3 scale reinforced concrete frame, the same one used in the first study, was again used for experimental verification. The results show that the retrofit of reinforced concrete structures with friction damping devices can produce satisfactory seismic response. The damping enhancement contributes to the reduction of maximum deformations and only slightly modifies the structural forces transmitted to the foundation.                   ",
    keywords    = "Retrofitting, Passive Control Systems, Energy Dissipation, Friction Damping Devices, Reinforced Concrete Frames, Shaking Table Tests, Analytical Models, and Added Damping."
}
@BOOK {ljung1987system,
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@TECHREPORT {shing1984pseudodynamic,
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    year      = "2000",
    volume    = "29",
    number    = "5",
    pages     = "587--602",
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}
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    number    = "4",
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    author    = "Yamaguchi, Hiroki and Harnpornchai, Napat",
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@ARTICLE {li2000performance,
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    title     = "Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration",
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    year      = "2000",
    volume    = "29",
    number    = "9",
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@ARTICLE {li2000optimum,
    author  = "LI, Chun-xiang and LIU, Yan-xia and WANG, Zhao-min and HUANG, Jin-zhi",
    title   = "THE OPTIMUM DESIGN OF MTLD SYSTEM FOR CONTROLLING THE SEISMIC RESPONSES OF TALL STEEL STRUCTURES [J]",
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    year    = "2000",
    volume  = "2",
    pages   = "016"
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@ARTICLE {singh2002tuned,
    author    = "Singh, Mahendra P and Singh, Sarbjeet and Moreschi, Luis M",
    title     = "Tuned mass dampers for response control of torsional buildings",
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    year      = "2002",
    volume    = "31",
    number    = "4",
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@ARTICLE {zhang2004equivalent,
    author  = "ZHANG, Yuan and ZHONG, Tie-yi",
    title   = "Equivalent Damping Ratio Analysis of the High-rise Buildings' Rectangular MTLD System",
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@ARTICLE {haskett2004tuned,
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    year    = "2004"
}
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    year      = "2007",
    volume    = "302",
    number    = "3",
    pages     = "596--612",
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@ARTICLE {bendat1980engineering,
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@ARTICLE {bao1991determination,
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@INPROCEEDINGS {otte1990operational,
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@BOOK {van2012subspace,
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    title     = "Subspace identification for linear systems: Theory—Implementation—Applications",
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@ARTICLE {hermans1999modal,
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@BOOK {adeli1999control,
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    year      = "1999"
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@ARTICLE {bitaraf2010adaptive,
    author    = "Bitaraf, Maryam and Barroso, Luciana R and Hurlebaus, Stefan",
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