淡江大學機構典藏:Item 987654321/58186
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    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/58186


    Title: Dynamic Behavior of Taipei 101 Tower: Field Measurement and Numerical Analysis
    Authors: Q. S. Li, M.ASCE;Zhi, Lun-Hai;Tuan, Alex Y.;Kao, Chin-Sheng;Su, Sheng-Chung;Wu, Chien-Fu
    Contributors: 淡江大學土木工程學系
    Keywords: Tall building;Wind effect;Seismic effect;Dynamic characteristics;Finite-element method;Full-scale measurement
    Date: 2011-01
    Issue Date: 2011-09-30 10:42:16 (UTC+8)
    Publisher: Reston: American Society of Civil Engineers
    Abstract: This paper presents selected results measured from a monitoring system with 30 accelerometers installed at six floor levels in 508-m high Taipei 101 Tower located in Taipei City, Taiwan where earthquakes and strong typhoons are common occurrences. Emphasis is placed on analyzing the data recorded during three typhoons (Matsa, Talim, and Krosa) and a seismic event (Wenchuan earthquake occurred on May 12, 2008 in Shichuan, China) to investigate the effects of wind and seismic on the supertall building. Dynamic characteristics of the tall building such as natural frequencies, mode shapes, and damping ratios determined from the measured data are presented and compared with those calculated from the finite-element model of the high-rise structure. The seismic performance of this supertall building to a long distance earthquake (Wenchuan earthquake) is assessed based on the field measurements and numerical analysis. The findings of this study are expected to be of considerable interest and practical use to professionals and researchers involved in the design of supertall buildings.
    Relation: Journal of Structural Engineering 137(1), pp.143–155
    DOI: 10.1061/(ASCE)ST.1943-541X.0000264
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

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