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    Please use this identifier to cite or link to this item: http://ir.lib.ncu.edu.tw/handle/987654321/69346

    Title: Seismic Performance of Framed Structures with Double-sided Trapezoidal Steel Plate Infill Walls
    Authors: 鄧彩雅;Chairyah,Dara Zam
    Contributors: 土木工程學系
    Keywords: 波浪鋼板;填充牆;消能裝置;耐震性能;Trapezoidal steel plate;Infill wall;Energy dissipation;Seismic performance
    Date: 2016-01-28
    Issue Date: 2016-03-17 18:31:43 (UTC+8)
    Publisher: 國立中央大學
    Abstract: 抗彎構架(MRF)已被廣泛用作抵抗側力之系統,雖然此系統具
    鋼板填充牆(ST 系列)與雙面波浪鋼板填充牆(DT 系列)之強度、勁度
    具適當正確性,為有效之分析方法。;Moment resisting frames(MRF) have been commonly used as lateral load resisting systems. The MRF systems possess significant ductility, however lower stiffness that usually incur excessive deformation.To improve the performance of MRF, application of inovative double-sided trapezoidal steel plate infill wallwas proposed in this study. A series of experimental and analytical investigations were carried out. Six frame structures, including one bare frame and five frames with various arrangements of corrugated plate infill walls were tested under cyclic load.The strength, stiffness and energy disspation of frames with single-sided (ST Series) and double-sided (DT Series) trapezoidal steel plate infill walls were compared to evaluate the seismic performance of the proposed design. It was found from the test results that both ST and DT specimens exhibited high performance when adequate connections between the plate and surrounding frame members were designed. Further comparisons on the responses of ST and DT specimens indicated that higher performance gains was achieved when double sided trapezoidal plates were used. Finally, the test results were compared with the results obtained from finite element simulation and analytical calculation. Adequate accuracy was achieved which justified the effectiveness of the proposed design method and the analytical model.
    Appears in Collections:[土木工程研究所] 博碩士論文

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